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About Jan L.Close
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Jan has major credits in Film , Television, Commercials, and Theatre. You may have seen Jan in the movie, "My Sister's Keeper" starring Kathy Bates.
Jan holds a Master's Degree in Theatre Arts from Temple University in Philadelphia.
About Jan
Who's guiding you in writing, producing & performing your songs?
"Jan is one of the music industry's best-kept secrets. She has an uncanny ability to put her finger on exactly what the issue is that keeps good artists from being great, and then
helping them to overcome or remove whatever roadblocks stand in their way.
Jan is an expert at fine-tuning and bringing out the best performances in artists and musicians.
Tess Taylor President, NARIP (National Assn. of Record Industry
Jan L. is a Grammy nominated award winning singer/songwriter, producer, actress, and artist developer. Her studio, Angel Diva Music, is designed to improve artist abilities on and off the stage as well as giving the clientele first-hand knowledge of the industry while increasing thei
Backed by an extensive musical background debuting with the Philadelphia Orchestra and continuing her career singing with Leonard Bernstein and the New York Philharmonic, Jan L. went on to receive a Bachelor's of Education in Opera at Temple University and two Master's Degrees from Combs College of Music in Theatre Arts and Composition.
Jan is the author of the performance book called "Once More With Feeling."
There is exciting news with Jan. Jan has been teaching online on Zoom.us. It's like Skype but better because you can record the whole lesson. For those of you who want a world class teacher, you can learn from Jan who has 20 Grammy winners. No driving, Just sit yourself in front of your computer screen. You will love the intimacy without leaving your home. Give it a try.
Jan teaches vocal technique that connects the chest middle head voice with a gospel belt. Jan covers proper breathing, vocal technique, performance coaching and recording in her protools studio.
"Jan L. is an award winning songwriter, producer, actress, and artist developer. Her studio, Angel Diva Music, is designed to improve artist abilities on and off the stage as well as giving the clientele first-hand knowledge of the industry while increasing their creativity."
Writer of performance book called "Once More With Feeling:
· Piano · In studio
· Piano · In studio
· Music Recording · In home
Jan L.
Jan L.
About Tanya A.Close
All levels. Audition technique.
About Tanya
· Dance · In home
· Hip Hop Dance · In studio
Thanks again!!
· Dance · In home
Tanya A.
Tanya A.
About Tyler A.Close
Learn how to bring YOU to the role. Everything you need to "create a character" lies within yourself, and I'd love to help you uncover that.
About Tyler
While at Elon I worked as a teacher's assistant for two years where I specialized in and began instructing the Meisner technique.
Duties as a teacher's assistant: coaching in-class work (repetitions, activities, monologues, and scenes), providing private coaching for students with whatever they needed assistance in, grading and reviewing students.
While at Elon University I also trained in Stanislavsky, Acting for the Camera, Shakespeare, Improv, and Voice (Skinner technique, Fitzmaurice) and Movement (Laban and Alexander techniques, BMC [Body-Mind Centering], and Yoga).
I've studied abroad in Arezzo, Italy, where I studied Commedia dell'Arte and Physical Theatre, and I've also studied under actress Marilyn
Tyler A.
Tyler A.
About Gabriel B.Close
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I have appeared on hit shows like ABC's "Switched at Birth", CBS's "Criminal Minds", Nickelodeon and many other Principle leading roles on Film and Television. With over 15 years of Acting and Teaching experience, I will provide you with specific tools and techniques that will give you the confidence you need to OWN your auditions and make a lasting impression to Casting Directors, Producers and Agents. LEARN FROM A TEACHER WHO'S BEEN THERE!
About Gabriel
Gabriel has studied voice at the Royal Conservatory of Music in Toronto and began his career as an Apprentice Actor at the prestigious Shaw Festival
· Singing · In studio
· Singing · In studio
· Accent Reduction · Online
Gabriel B.
Gabriel B.
About David T.Close
Emmy Award Winner David T. has over 33 years of acting experience in Film, TV and Stage. He is best known World-wide for his role on "The Young and the Restless" where he received 3 Emmy nominations and won his first Emmy for Outstanding Younger Actor in a Drama Series for his role as Billy Abbott. He has the experience and training to coach actors who are either beginning their journey with acting or are well experienced actors who are looking to bring more color and light to their work. so they will stand out in front of the casting director & make their tape unique from the rest. Acting is my passion, and I love to share that passion with others so they may reach their dreams of becoming a working actor.
About David
· Film and TV Acting · Online
He's fun, flexible, and genuinely cares about his students' success. Super happy with my decision :)
· Film Acting · Online
· Film Acting · Online
David T.
David T.
About Denise P.Close
There is a difference between stage acting and film acting. Learn how to act natural on camera, as well the language for when you are on set. Learn your best angles and get rid of any bad habits. I'm a professional award winning actress with over 25 years of training (yep, since I was a kid!), and I'm here to pass along that training to you. We will strengthen your voice with vocal training, use acting exercises to break out of your shell, and eliminate all fears that have held you back from being the best you on camera! Come ready with a goal so we can achieve it together :)
About Denise
Denise has been teaching private lessons since 2008 and is currently teaches in Hollywood. All classes can be taught online as well except dance which is taught at the world-renowned International Dance Academy.
Denise is an award winning professional actress, and is also a hugely successful model. She started her own gogo dancing company in Canada from 2005-2011 and again in the USA in 2018. She has danced for events like EDC, ULTRA, and the World Olympics.
Denise has an extensive training background starting at a very young age in acting, singing, and dancing, and still
Her teaching style is personal and catered to you, making sure you feel confident to go for your dreams! Lessons will encourage you to step out of your comfort zone, but always in a nurturing safe environment. Work on YOUR goals and get one on one training made for YOU!
· Acting · Online
· Film Acting · In studio
· Acting · In studio
Denise P.
Denise P.
About Sangini B.Close
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I have experience as a union actress, as a film director, producer and I have done over 10 casting sessions so I know an actor's strengths and weaknesses and how they should improve, prepare for a role, work on an actor's palate (voice and body), can teach audition techiniques, building a character, scene study, improvisation etc.
I teach a bit from all acting methodologies - Stanislavsky, Lee Strasberg, Meisner, Uta Hagen, Stella Adler, etc. My teaching style is more eclectic. I also emphasize Shakespeare and classical theatre training or plays. I train actors to use their imaginations and instincts. Essentially, I help actors play and have fun. A play is called a play because you "play"!
I am also a black martial artist and can teach actors combat and basic fight scenes for film. I produce my own action film series so I have experience with how an actor should prepare for a fight scene.
About Sangini
I am a film producer, director, actress, writer, black belt martial artist. I have directed many actors in 10 films, had over 10 casting sessions with actors auditioning, performed with many actors in film and theatre and am a union actress.
Sangini B.
Sangini B.
About Bonnie D.Close
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For the first time in Los Angeles, you can be privately trained to take the prestigious LAMDA acting exams (entry level through Grade 8). Each exam requires the performance of at least one monologue from contemporary times, ultimately working towards the performance of 3 monologues (including one Shakespearean). An examiner is scheduled to fly out from London to LA at least twice a year. Bonnie will prepare you for all aspects of the exam with the examiner. Special guest LAMDA teachers will help along the way.
Age: 7 years +
You can visit: lamda.ac.uk/our-exams/all-examinations/performance-examinations/
Bonnie attended the famous Sylvia Young Theatre School while in London and worked her way through the LAMDA exam system. She ultimately earned her LAMDA Diploma in Speech and Drama Education (LSDE) in 2011.
LAMDA is one of the UK's oldest and most respected awarding bodies. We have been offering practical examinations in communication and performance subjects for over 130 years. ...
About Bonnie
Any questions, please feel free to reach out! Thank you!
Bonnie D.
Bonnie D.
About Angela M.Close
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Based in Los Angeles. I am an actress, writer, and voice over artist, known for a memorable Guest Spot on Modern Family, my recurring role as Nurse Sylvie on Life in Pieces, as well as being nominated for a Vision Award for Best Actress in a Comedy Series for her Series Regular gig on the show Unacceptable Behavior. I was nominated with Oscar nominated Monique and the View's Sheryl Underwood You can also hear my voice in her recurring role on The Loud House on Nickelodeon. I have also had guest spots on other popular shows on NBC and The Disney Channel.
If you want to just read scenes and play around I am up for it! If you want to improvise, I am well versed in improv and sketch. I can help beginning youngsters learn the ins and outs of acting, as I used to teach acting in elementary schools. And if you are an adult needing coaching for auditions, especially for any comedy scenes, I can offer that as well. I can also give advice to newbies on the business of acting in Los Angeles.
About Angela
If you want to just read scenes and play around I am up for it! If you want to improvise, I am well versed in improv and sketch. I can help beginning youngsters learn the ins and outs of acting, as I used to teach acting in elementary schools. And if you are an adult needing coaching fo
Because I am a working actress in Los Angeles, my availability could change the day before our appointment time. I will always confirm the evening before. So please message me before you book a time. Or if you would like to make special requests on times not on my availability list, I may be able to accommodate you.
Thank you.
· Film Acting · Online
Angela M.
Angela M.
About Chris B.Close
My goal with a student is to help them trust their imagination, experience, instinct and emotion in preparing material for professional acting oppportunities.
About Chris
I was born and raised in Baltimore, MD and earned an MFA in Acting from The Theatre School at DePaul University.
I have been working as a professional actor since 2011 and I have been looking for a way to reach back and help others with their craft as they try to navigate the ups and downs of being a professional actor.
Whether you need help preparing sides for an upcoming audition or in-depth character and script analysis to sharpen your work before you head to the set or rehearsal hall, I am here.
My primary goal as a teacher is to get you be more emotionally connected to the material by guiding you toward your instincts - trusting them - and encouraging a deeper level of specificity and honesty in your acting work.
Chris B.
Chris B.
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Manual for the Calculation of Elastic-Plastic …
This Electronic Guide was produced as part of the Measurements for Materials System Programme on
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NPL Manual Manual for the Calculation of Elastic-Plastic Materials Models Parameters This Electronic Guide was produced as part of the Measurements for Materials System Programme on Design for Fatigue and Creep in Joined Systems Introduction Testing Calculation of Parameters Typical Predictions Failure Criteria Full contents page is available Crown copyright 2007 Reproduced with the permission of the Controller of HMSO and Queen's Printer for Scotland Contents Introduction Overview of elastic-plastic models Von Mises parameters Von Mises information Typical von Mises parameters Drucker-Prager models Linear Drucker-Prager parameter calculation Associated and non-associated flow Exponent Drucker-Prager parameter calculation Data analysis Equivalent data points Effect of equivalent data point selection on parameters Typical linear Drucker-Prager parameters Typical exponent Drucker-Prager parameters Cavitation model parameters Cavitation model information Typical cavitation model parameters Calculation of parameters Typical Predictions Scarf joint Lap joint Tpeel joint Butt joint Failure Criteria Tensile Data input Tensile Testing Typical tensile data Tensile data for elastic-plastic models Elastic and plastic behaviour Hardening curves Calculation of parameters Shear Data input Shear Testing Typical shear data Shear data parameters Calculation of shear parameters Compression Data input Compression Testing Typical compression data Compression data calculations HOME INTRODUCTION Finite element analysis is a computational tool that can be used for calculating forces, deformations, stresses and strains throughout a bonded structure. These predictions can be made at any point in the structure including within the adhesive layer. Furthermore, the element mesh can accurately describe the geometry of the bond line so the influence of geometrical features, such as the shape of fillets and boundaries with adherends, on joint performance can be accounted for in the analysis. This is particularly important in the design of adhesive joints because these features are usually associated with regions of stress and strain concentration likely to initiate joint failure. Since adhesives are generally tough materials, they can sustain large strains before failure and, under these conditions, relationships between stress and strain are highly non-linear. The origin of non-linearity in a stress-strain curve for a polymeric adhesive can be explained in terms of enhanced creep brought about by an increase in molecular mobility caused by the application of stress. At moderate stresses this non-linear deformation is recoverable. At higher stresses, the molecular mobility is high enough for yielding to occur by plastic flow, which is not recoverable. Elastic-plastic materials are employed to describe deformation under large strain. There are several models available for modelling the adhesive based on different criteria for plastic deformation. Predictions of joint performance at large strains close to joint failure depend on the model used. For the prediction of failure, stress and strain distributions in the adhesive need to be accurately calculated and a failure criterion for the adhesive needs to be established. In its current form, this manual demonstrates the calculation of parameters for use with four different elastic-plastic material models. These four elastic plastic models are: von Mises, linear Drucker-Prager, exponent Drucker-Prager and Cavitation model. Material Models Data requirements Von Mises tensile only Linear Drucker-Prager tensile data and shear data at the same strain rate Exponent Drucker-Prager tensile data and shear data at the same strain rate Cavitation model tensile data, shear data and compressive data at the same strain rate Click here for an overview of the models BACK HOME NEXT Material models overview Von Mises criterion is the most simple yield criterion. It interprets yielding as a purely shear deformation process which occurs when the effective shear stress reaches a critical value. Simple equations relate the tensile yield stress, shear yield stress and compressive yield stress to a material property. Tests on adhesives under additional stress states reveal that in many cases yielding is sensitive to the hydrostatic component of stress in addition to the shear component. Therefore the von Mises criterion is not realistic for many adhesives. The linear Drucker-Prager model is a simple modification of the von Mises criterion that includes some hydrostatic stress sensitivity. A parameter ( ) is introduced which characterises the sensitivity of yielding to hydrostatic stress. Two different stress states tension and shear are required to determine this parameter. The linear Drucker-Prager model is not capable of accurately describing the non-linear behaviour of an important class of tough adhesives - the rubber toughened materials. The exponent Drucker-Prager is a more complex elastic-plastic model, which is better able to describe behaviour under stress states in which there is a high component of hydrostatic tension. Two different stress states tension and shear are required to determine the exponent Drucker-Prager hydrostatic stress sensitivity parameter. In rubber-toughened epoxy, nucleation of cavities occurs in the rubber phase. The Cavitation model includes the influence of void nucleation on ductility through adaptation of the linear Drucker-Prager model. This model has been developed at NPL and is currently being used to evaluate the accuracy of predictions of deformation in various joint geometries. BACK HOME TENSILE DATA INPUT Tensile data are required for all four elastic-plastic materials models considered here. The data obtained from tensile test measurements of bulk adhesive are nominal (or engineering) values, where stresses and strains have been calculated using the initial specimen dimensions. Measurements of the following data are required: Nominal Stress (MPa) Nominal Axial Strain Nominal Transverse Strain For more information on tensile testing please click here Typical data for a rubber-toughened epoxy BACK HOME NEXT Tensile Testing Tensile tests [1] for the determination of Young's modulus (E') and Poisson's ratio ( ) are carried out on standard specimens [2, 3] under constant deformation rate in a tensile test machine at relatively low strain rates 10 mm/min. For best accuracy, contacting extensometers should be used for the measurement of axial and transverse strain, T and t. Two extensometers mounted on opposite faces of the specimen should preferably be used for the axial strain measurement to eliminate small non-uniformity in the strain through the thickness of the specimen caused by bending. The transverse strain measurement should be made close to the axial gauge section and, if possible, between the contact points of the extensometers. The contact pressure used to attach the extensometers to the specimen should be large enough to prevent slippage but insufficient to indent the specimen surface. Strain gauges are not recommended as they locally stiffen the specimen [1]. Values for Young's modulus and Poisson's ratio are calculated from the regression slopes in the linear region of the T- T and t- T curves. Use of regression slopes is preferable to single point values owing to the potential scatter in the data points (particularly the t- T data) that is mainly due to uncertainties in the small extensions measured. Whilst elastic values can be determined over any strain range where the data appear linear, the slight curvature due to viscoelastic effects will tend to reduce the value of E as the strain range widens. The measurement of tensile hardening curves involves use of the same tests out to larger strains. Contacting extensometers, unless they have been modified, typically have an upper strain limit of around They may also initiate premature failure in the specimen at a point of contact. For these tests, the use of a video extensometer is therefore preferable for the measurement of axial strain. The videoextensometer gauge markings are visible on the tensile test specimen shown above. These instruments are generally unsatisfactory for the measurement of small displacements and so a contacting device is best used to measure the lateral strain for the determination of true stresses and the plastic component of Poisson's ratio. 1. Dean and Duncan, Preparation and Testing of Bulk Specimens of Adhesives. NPL Measurement Good Practice Guide No 17, July 1998. 2. ISO 3167:1993, Plastics - Multipurpose test specimens. 3. ISO 527-2:1993, Plastics - Determination of tensile properties - Part 2: Test conditions for moulding and extrusion plastics. BACK HOME Tensile Data Nominal Strain Nominal Stress (MPa) Here are typical tensile data for a rubber-toughened epoxy. The data are shown in tabular and graphical form. BACK HOME Tensile Data for Elastic-Plastic Models Elastic-plastic models in FE systems require data in the form of elastic constants to describe elastic behaviour and parameters that describe the yield, hardening and flow behaviour to describe plastic (non-linear) behaviour. Further information on elastic and plastic behaviour is available. Data from tensile tests are required in the form of true stresses and strains for the calculation of the elastic-plastic model parameters. The change in cross-section of the specimen during tensile tests needs to be included to calculate true stress and strains. Under tensile loading, the specimen cross-section reduces. True values can be calculated from the nominal (engineering) values, which are based on the original specimen dimensions. The following data can be calculated: True stress, T True strain, T True transverse stress, t Nominal Poisson s ratio, Young s Modulus, E True Elastic modulus, E True Poisson s ratio, P True plastic strain, T True transverse plastic strain, Pt True plastic Poisson s ratio, p Hardening curve For more information on the calculation of these parameters please click here Of the above data, the Young's modulus, Poisson's ratio, true stress, true plastic strain, and true plastic Poisson's ratio are required for the elastic-plastic models parameter calculations. The hardening curve is also required. This is a plot of true stress versus true plastic strain, which is sampled to reduce the number of data points and then used in tabular form within elastic-plastic materials models. More information on the hardening curve can be obtained by clicking on the link above. BACK HOME NEXT Elastic-Plastic Behaviour With elastic-plastic models, calculations of stress and strain distributions at low strains are based on linear elasticity. The onset of non-linearity is attributed to plastic deformation and occurs at a stress level regarded as the first yield stress. The subsequent increase in stress with strain is associated with the effects of strain hardening, and increases to a maximum corresponding to the flow region. In this non-linear region, the total strain is considered to be the sum of a recoverable elastic component and a plastic component, which is non-recoverable. Stress analysis calculations then involve the use of multiaxial yield criteria and a flow law. The yield criterion relates components of applied stress field to material parameters after the onset of yielding. The material parameters will depend upon the plastic strain for a strain hardening material. The calculation of plastic strain components is achieved in plasticity theory using a flow rule, which relates increments of plastic strain to a plastic flow potential. If the flow behaviour for a particular material is such that the flow potential can be identified with the yield function then this is termed associated flow. In general, this will be an approximation and extra information is needed to characterise non-associated flow. In order to calculate some of the parameters in elastic-plastic models, it is necessary to select stress values from different tests under the same state of yielding. This requires the definition of an effective plastic strain, and equivalent stresses are then a set of stresses that characterise stress states having the same effective plastic strain. BACK HOME Hardening Curve Strain hardening data can be given in either single or multiple rate form. If a single strain rate hardening curve is used, this strain rate is assumed to be the average strain rate in the adhesive layer. The use of multiple rate hardening curves allows for regions of varying strain rate within the adhesive layer. Generally four strain hardening curves separated by a factor of 10 in strain rate are used. One is chosen with a strain rate approximately the same as the average strain rate in the joint, one higher rate curve and one lower rate curve. An extremely low rate curve is also required and is designated the zero rate curve. Analysis difficulties can occur if more hardening curves are used or if too many data points are used to characterise each curve. The plastic strain value must always increase otherwise the analysis will not run. The best approach is to sample the hardening data until a representative curve is achieved. The sampling density of the hardening curves shown in the figure has been used successfully. The hardening curve data are required in the tabular form of yield stress with plastic strain where the first pair of numbers must correspond to the initial yield stress at zero plastic strain. If strains in the analysis exceed the maximum effective strain supplied in the hardening curve then the analysis will assume that additional extension occurs with no hardening. One means of getting around this is to extrapolate a point on the hardening curve at a significantly higher strain. BACK HOME Tensile Data Calculations Data from tensile tests are required in the form of true stresses and strains for the calculation of the elastic-plastic model parameters. These are related to nominal (engineering) values and based on the original specimen dimensions by the equations shown below. Click here for a definition of the symbols True Stress ()2'T''TT -1 = True Strain ) (1ln TT'+= True Transverse Strain ) (1ln tt'+= Nominal Poisson s Ratio '''Tt = Young s Modulus eTT E= True Poisson s Ratio Tt = True Plastic Strain +=E 1ln - TTPT True Transverse Plastic Strain =E - 1ln - T'tPt True Plastic Poisson s Ratio PTPt =P BACK HOME The definition of each symbol is given below 't'T'T , , nominal (engineering) values of tensile stress, axial strain and transverse strain respectively, calculated using original specimen dimensions tTT , , true values of tensile stress, axial strain and transverse strain respectively, these take into account the instantaneous specimen dimensions. ' , E Young's modulus and nominal Poisson's ratio respectively. Modulus and Poisson's ratio values are calculated at a point or by regression over a strain range to strain range. The Young's modulus is calculated from stress divided by strain, and at small strains the true values are equivalent to the nominal values. eT , true Poisson's ratio and true elastic axial strain respectively PPTPT , , true axial plastic strain, true transverse plastic strain and true plastic Poisson's ratio respectively BACK VON MISES PARAMETERS Von Mises parameters can be output after tensile testing as these parameters are calculated from tensile data only. The parameters required are Young s modulus, Poisson s ratio and a hardening curve (true tensile stress vs true tensile plastic strain) VON MISES INFORMATION TYPICAL VON MISES PARAMETERS Continue for calculation of Drucker-Prager and Cavitation model parameters BACK HOME TYPICAL PREDICTIONS NEXT VON MISES MATERIAL MODEL The most simple yield criterion interprets yielding as a purely shear deformation process which occurs when the effective shear stress e reaches a critical value. This effective stress is defined in terms of principal stress components i (i = 1, 2 or 3) by ()()()[]21213232221e21 + + = The von Mises criterion then relates e to the yield stress in tension T by e = T The tensile yield stress T is now a material parameter and has a minimum value, which denotes the limit of elastic behaviour and the start of plastic deformation and will increase with tensile plastic strain. The variation of yield stress with plastic strain is called the tensile strain hardening function. The von Mises criterion predicts that the tensile yield stress, effective shear yield stress and compressive yield stress are related by T = C = 3 S Tests on adhesives under additional stress states such as shear and compression reveal that yielding is sensitive to the hydrostatic component of stress in addition to the shear component. The von Mises criterion is therefore not realistic for some materials. BACK HOME VON MISES PARAMETERS The von Mises materials model parameters are shown below in both a general format and also the format required by the ABAQUS finite element software Continue for calculation of Drucker-Prager and Cavitation model parameters BACK NEXT Young's modulus, E = 2970 MPa Poisson's ratio, = ABAQUS FORMAT *ELASTIC, TYPE=ISO 2970., true tensile plastic straintrue tensile stress (MPa) *PLASTIC , 0 , , , , , , , , , , , , , , , , , , , , HOME SHEAR DATA INPUT Shear data are required for the calculation of Drucker-Prager and cavitation model parameters The following data are required from shear measurements on bulk adhesive specimens: Shear Stress (MPa) Shear Strain For more information on shear testing please click here Typical data for a rubber-toughened epoxy BACK HOME NEXT Shear Testing Shear tests on bulk specimens can be carried out using the notched-plate shear (Arcan) [1], [2] or notched-beam shear (Iosipescu) [2], [3] methods. These methods are similar in that they use a double-notched specimen to achieve a region of predominantly pure shear in the centre of the specimen between the notches. Of these methods, the notched-plate shear test is probably the preferred one because the loading stage is simpler to construct, extensometers can be more conveniently used for strain measurement [4] and thinner test specimens can be employed. A schematic diagram of the specimen and loading arrangement is shown. Specimen dimensions of 12 mm for the notch separation with a radius of the notches of mm have been used successfully. A purpose-built extensometer [4] has been used for measuring the relative displacement of two points either side of a vertical line through the centre of the specimen. The separation of these points is 3 mm. Finite element analyses of the stress and strain distributions in the specimen reveal some non-uniformity in the shear stress between the notches and a small contribution to the measured displacements from bending. These give rise to typical errors of about 7% in shear modulus and 2% in the shear flow stress. 1. Arcan, Z. Hashin and A. Voloshin, Experimental Mechanics, vol 18 (1978) p141. 2. Dean and Duncan, Preparation and Testing of Bulk Specimens of Adhesives. NPL Measurement Good Practice Guide No 17, July 1998. 3. Adams and , Walrath, J. Composite Materials, vol 21 (1987) p494. 4 G. Dean, B. Duncan, R. Adams, R. Thomas and L. Vaughn, Comparison of bulk and joint specimen tests for determining the shear properties of adhesives. NPL report CMMT(B)51, April 1996. BACK HOME Shear Data Here are typical tensile data for a rubber-toughened epoxy. The data are shown in tabular and graphical form. Shear Strain Nominal Stress (MPa) BACK HOME The following data can be calculated from shear data: Shear Modulus, G Plastic strain, PS Effective Shear Stress, Seff Effective Shear Plastic Strain, PSeff Seff For more information on the calculation of these parameters please click hereFor more information on the calculation of these parameters please click here The experimental shear stress and plastic strain are required for the Drucker-Prager models parameter calculations. The effective stress and plastic strain data are useful for comparison with tensile results and are also used in the calculation of some of the Cavitation model parameters. For the Cavitation model a hardening curve is derived from the shear stress and plastic strain data. BACK HOME NEXT Shear Data Calculations The required shear data are obtained from the equations below. Shear Modulus SS G = Plastic Strain G - S SPS= Effective Shear Stress S Seff 3 = Effective Shear Plastic Strain 3 PSPSeff= The definition of each symbol is given below: SS , measured values of shear stress and shear strain respectively PS ,G shear modulus and plastic component of shear strain respectively PSeffSeff , effective shear stress and effective plastic strain respectively under a shear stress state The measured shear stress and strain can be corrected to give a more accurate value of stress or strain in the centre of the arcan specimen [1] 1. Dean, Read and Duncan, An Evaluation of Yield Criteria for Adhesive for Finite Element Analysis, NPL Report CMMT(A)117, January 1999 BACK HOME DRUCKER-PRAGER PARAMETERS Tensile and shear testing and data analysis are required to obtain Drucker-Prager parameters. The required parameters are: Tan Hydrostatic stress sensitivity factor for linear Drucker-Prager Flow parameter for linear and exponent Drucker-Prager a Hydrostatic stress sensitivity factor for exponent Drucker-Prager b Exponent in exponent Drucker-Prager LINEAR DRUCKER-PRAGER EXPONENT DRUCKER-PRAGER PARAMETER CALCULATION PARAMETER CALCULATION Data analysis BACK HOME NEXT LINEAR DRUCKER-PRAGER MATERIAL MODEL For the linear Drucker-Prager model the von Mises criterion is modified to include hydrostatic stress sensitivity as follows: e = o m (1) here o is a material parameter that is related to the shear yield stress by: So 3 = and m is the hydrostatic stress given in terms of principal stresses by: )(321m31 + + = Equation (1) is identical to the linear Drucker-Prager model in the finite element system ABAQUS where the notation used is: q = d + p tan where q = e, p= - m, tan = and d = o The parameter depends on the adhesive material and characterises the sensitivity of yielding to hydrostatic stress. A value for is determined from tests under two different stress states. Using yield stresses from shear and tensile tests: ()[]1 33 tan TS == It should be noted that the above yield stresses T and S are associated with the same effective plastic strain. Associated and non-associated flow BACK HOME Associated and non-associated flow The calculation of plastic strain components is achieved in plasticity theory using the flow rule in which increments of plastic strain are related to a plastic flow potential F by the equation: ijpijFdd = where d is a factor that depends on stress state and is determined by ensuring equivalence of the plastic work done under all stress states. For some materials, the flow potential F can be identified with the yield function, in which case the flow is said to be associated and: F = e + m - o This relationship is valid if the resultant of the strain increment during flow is directed normal to the yield surface. The validity of this assumption for adhesives needs to be verified and a more general expression for F is based on non-associated flow. Under non-associated flow, a more general expression for F is: F = e + ' m - o The flow parameter ' is then a material parameter that must be measured: ) 2(1)2 3(1 'pp+ = where P is the plastic component of Poisson's ratio determined under uniaxial tension and is given by: pTptp - = In ABAQUS, the flow potential is: F = q - p tan - d where tan has replaced . If the calculated value of parameter ' is not equal to then flow is termed non-associated. Associated flow is obtained by setting ' equal to . The flow behaviour of adhesives is generally non-associated. Non-associated flow results in a nonsymmetrical stiffness matrix and negative eigenvalues can occur even when the hardening data doesn't show softening. When an analysis reaches such a bifurcation point, an implicit solver may have difficulty converging. For simplicity, associated flow can be assumed by setting ' equal to but the resulting loss in the accuracy of stress and strain calculations will be uncertain. BACK HOME EXPONENT DRUCKER-PRAGER MATERIAL MODEL Although the linear Drucker-Prager yield criterion includes some sensitivity of yielding to the hydrostatic stress, it is not able to describe behaviour with any accuracy under stress states in which there is a high component of hydrostatic tension. Such stress states are common locally in adhesive bonds because of the high constraint imposed by the adherend under forces directed normal to the interface. An alternative criterion is significantly more accurate under these conditions and is often written in the form: mT2T2e)1(3 = where is a hydrostatic stress sensitivity parameter that relates stresses S and T under shear and uniaxial tension by the equation: 2T2S3 = This criterion is implemented in ABAQUS as the exponent Drucker-Prager model with the exponent parameter, b, equal to 2. The yield criterion equation is then expressed in the form: aq2 = p + p1 where 2T1Tapand)1(31a = = A hyperbolic function has been chosen for the flow potential F. The asymptote of the hyperbola coincides with the flow potential for the linear Drucker-Prager model. The relevant material parameter in the flow law is therefore tan = ' which can be calculated using: ) 2(1)2 3(1 'pp+ = Because in ABAQUS, the flow potential assumed for this model is very similar to that used in the linear Drucker-Prager model, effective plastic strains and the associated equivalent stresses may be taken to be the same for the two models. BACK HOME DATA ANALYSIS The following data need to be calculated from tensile and shear data PTT PSS The above values obtained from tensile and shear data are used to obtain equivalent data points for calculation of Drucker-Prager parameters. When the resultant value from a tensile data point equals that from a shear data point, the plastic strain components from these two points are said to be equivalent (this is most easily seen graphically, as shown). The stresses corresponding to these two points are values that are used to calculate the model parameters. These values are not unique, there may be other equivalent stress values for given sets of data. How these vary depends on the shape of the stress strain curves - if the yield stress data show a plateau (horizontal) region, then yield stresses do not vary much with effective plastic strain. An example showing the effect of equivalent data point selection on parameters can be seen here. BACK HOME NEXT Equivalent Data Points The parameters and are calculated from yield stresses obtained from tests under different stress states. The yield stress values used in the calculations must correspond to the same effective plastic strain P. Associated with an effective plastic strain is an effective stress which is defined with reference to a pure shear stress state by the relationship: Seff Seff 212DeffJ 3 = so that Seff 3 = Effective stresses and plastic strains and under an arbitrary stress state are then defined such that the plastic work done by this stress state is the same as the effective plastic work so that: ij Pij PeffeffPijij =PeffeffPSS == In the case of shear and tensile stresses: PTT so from the top equation the effective plastic strain is given by: PSPo 31 = BACK HOMEEffect of equivalent data point selection on parameters This graph marks the location of 9 pairs of equivalent data points. Parameter values will vary depending on which pair of data points are selected. This can be seen in the table below, which shows parameters calculated for the linear and exponent forms of the Drucker-Prager model. In this case, the parameter does not change as this is related to plastic component of the Poisson's ratio, which does not vary significantly over the strain range of interest for this material (see graph) and so is taken as a constant. Force-extension predictions obtained for a scarf joint using the above Drucker-Prager parameters are shown on the right. It can be seen that predictions obtained from parameter sets obtained at lower plastic strains (sets 1 and 2) are higher than those from the other data sets. Predictions from these other seven parameter sets are much more consistent. This is due to the fact that the parameters have been calculated from equivalent data points that are in the plateau regions of the tensile and shear stress strain curves. BACK HOME Linear Exponent Data point set a 1 DRUCKER-PRAGER PARAMETERS After careful data analysis the Drucker-Prager parameters can be obtained. Typical LINEAR Drucker-Prager parameters Typical EXPONENT Drucker-Prager parameters for a rubber-toughened epoxy for a rubber-toughened epoxy Continue for calculation of Cavitation model parameters BACK HOME TYPICAL PREDICTIONS NEXT Linear Drucker-Prager Parameters The linear Drucker-Prager materials model parameters shown below are in the format required by the ABAQUS finite element software *ELASTIC, TYPE=ISO 2970., **--Linear Drucker-Prager plasticity model **--( Beta,K,Psi) *DRUCKER PRAGER,SHEAR CRITERION=LINEAR , 1 , *DRUCKER PRAGER HARDENING, TYPE=TENSION , 0 , , , , , , , , , , , , , , , , , , , , BACK HOME Exponent Drucker-Prager Parameters The exponent Drucker-Prager materials model parameters shown below are in the format required by the ABAQUS finite element software *ELASTIC, TYPE=ISO 2970., **--Exponent Drucker-Prager plasticity model **--(a,b,"not used",Psi) *DRUCKER PRAGER,SHEAR CRITERION=EXPONENT FORM , 2 , 0 , *DRUCKER PRAGER HARDENING, TYPE=TENSION , 0 , , , , , , , , , , , , , , , , , , , , BACK HOME COMPRESSION DATA INPUT To calculate the cavitation model parameters the following data are required from compression measurements on bulk adhesive specimens: Compressive Stress (MPa) Compressive Strain For more information on compression testing please click here Typical data for a rubber-toughened epoxy BACK HOME NEXT Compression Testing Tests under uniaxial compression are difficult to perform because of the promotion of buckling of the specimen under high forces. The ISO standard test ISO 604, Plastics - Determination of compressive properties can be used to produce satisfactory results. This test employs short specimens with approximate dimensions 10 mm high x 10 mm wide. The thickness should be at least 3 mm and preferably higher. The top and bottom faces of the specimen must be machined smooth and accurately parallel. These are loaded in a testing machine between platens whose faces are smooth and accurately parallel. To minimise constraints by the platen surfaces to lateral expansion of the specimen during loading, the surfaces of the platens are lubricated with oil. Extensometers are used to measure changes in the platen separation, and nominal strain values are derived from the original specimen length. At small strains, errors in strain values arise through non-uniformity of the strain along the length of the specimen by this loading method. It is possible to apply a correction to these strains using a knowledge of Young's modulus from tensile tests. However, it is the properties under plastic deformation that are of most interest from this test. At small strains, uncertainties in plastic strains will be large but should become smaller at larger plastic strains. BACK HOME Compression Data Compressive Strain Compressive Stress (MPa) Compressive Strain cont Compressive Stress (MPa) cont Here are typical tensile data for a rubber-toughened epoxy. The data are shown in tabular and graphical form. BACK HOME Compression Data Calculations The required compression data are obtained from the equations below. Plot showing tensile, effective shear and compressivehardening data. True Compressive Stress (MPa) ()2'C''CC - 1 = True Compressive Strain ()'CC 1ln += True Compressive Plastic Strain E - C'CPC= The definition of each symbol is given below: E , , , ''C'C nominal (engineering) values of compressive stress, compressive strain, Poisson's ratio and Young's modulus respectively. The compressive stress and strain are negative values. PCCC , , true values of compressive stress, compressive strain and compressive plastic strain respectively. The compressive stress and strain are negative values. The above data are used along with tensile and effective shear data to calculate the Cavitation model parameters. A plot with data from all tests is shown above. To calculate the parameters, stress values from effective shear ( 0), tensile ( T) and compression ( C) tests must be calculated at the same effective plastic strain. These are calculated as before PCCPSS = BACK HOME NEXT CAVITATION MODEL PARAMETERS The following Cavitation model parameters are calculated from tensile, shear and compression data. For more details about these parameters please click here. hydrostatic stress sensitivity parameter k defines influence of rubber on yield stress q cavity interaction parameter VR0 volume fraction of rubber flow parameter 1v critical volumetric strain 2v mean volumetric strain defines the distribution of strains for cavitation 0u 0r 0 g0 Parameters used to fit shear data to produce an effective shear hardening curve CAVITATION MODEL INFORMATION TYPICAL CAVITATION MODEL PARAMETERS BACK HOME TYPICAL PREDICTIONS NEXT CAVITATION MODEL PARAMETERS =C0 - 13 The hydrostatic stress sensitivity parameter is determined from measurements of yield stress under two different stress states for which no cavities are present (shear and compression). This is calculated from the equation shown, where o, from the shear stress, and C, the compressive stress, are at the same effective plastic strains. k k is a parameter defining the influence of rubber on yield stress and q is the cavity interaction parameter. k and q are taken to have typical values which have been determined from additional tests on rubber toughened thermoplastics. For a rubber-toughened epoxy k= and q= VR0 Volume fraction of rubber. If possible obtain a value for the volume fraction of rubber from the adhesive supplier. Note that the effective value for this parameter may be higher than this if sources other than rubber, such as filler, act as cavity nucleation sites. Otherwise, the volume fraction of rubber can be determined by substituting equation (i) below into the yield equation (ii) ( o1 is the effective shear stress of the adhesive when all the rubber particles have cavitated, and T is a tensile yield stress) and solving for VR0 Eq (i) ()R00o1kv - 1 / = Eq (ii) 2MmMm1212M2e123coshfq2)fq( = + A value for the flow parameter ' is determined from Poisson's ratio measurements under tension out to strain levels for which cavity nucleation is complete. An experimental value for p is obtained and is determined using the equation below. If ' is not equal to then flow is non-associated. + + =o1T''o1TRoo1To1T''o1TRoo1TP3 - 132 2 sinh vq 2 3 - 1 32 - 2 sinh vq - 1v 2v These cavity nucleation parameters are obtained by an iterative process to achieve satisfactory predictions of the shape of the tensile stress-strain curve and the Poisson's ratio vs strain curve in the strain range associated with cavity nucleation. This requires a method for obtaining solutions for the case of uniaxial tension for comparison with experiment. A routine has been coded which allows the effects of changes to these parameters on curve shapes to be rapidly explored for the determination of optimum values. 1v and 2v are the critical volumetric strain and the mean volumetric strain respectively. is a parameter defining the distribution of strains for cavitation 0u, 0r, 0, g0 These parameters are used to fit the shear data to produce an effective shear hardening curve which characterises hardening behaviour in the Cavitation model. In the Cavitation model the hardening curve can be input as an equation rather than in tabular form. The hardening curve is modelled using the function below. Although this function can describe tension or shear, it is the shear curve that is modelled for the Cavitation model S replaces T ()()()[]()PT0 oSPT0u0r0uT g 1 - exp - 1 - 0++= BACK HOME CAVITATION MODEL The linear Drucker-Prager yield criterion, e = o m , is modified as follows to give a yield function that includes the effect of cavitation of the rubber on yield stresses for the adhesive: 0123coshfq2)fq(2MmMm1212M2e= + = Here f is the effective volume fraction of cavities, which at small strains is zero but increases rapidly over some characteristic strain region responsible for cavity nucleation. The parameter q has been included to account for the effect of void interactions on the stress distribution in the matrix between cavities. The yield stress M is 3 x the shear yield stress for the matrix material between voids. It is assumed that a cavity is nucleated in a rubber particle at some critical volumetric strain that decreases with increasing particle diameter. For a distribution of particle sizes, the void nucleation should then occur over a range of total volumetric strain V related to the critical volumetric strain range for the rubber particles. Various mathematical functions relating f and V have been considered and, based on tensile and shear results for the rubber-toughened adhesive and some rubber-toughened thermoplastics, the most suitable takes the form v1vfor0f = v1vv2v1vRoforexp1vf > = These expressions imply that cavities start to nucleate when the volumetric strain exceeds a critical value 1v after which the volume fraction f rises from zero to the value vRo, for the volume fraction of rubber, over a range of volumetric strain determined by the parameters 2v and . Furthermore, for stress states such as compression and shear that do not generate a significant volumetric strain, f=0 and the yield function above is identical to the linear Drucker-Prager yield criterion. ()P is the hardening function and is obtained from stress/strain data obtained in a shear test using the equation oo So3 = BACK HOME CAVITATION MODEL PARAMETERS The materials model parameters shown below are those required by the NPL cavitation model user subroutine, which is read into the ABAQUS finite element software. The parameters are for a typical rubber-toughened epoxy. ***material *integration theta_method_a 1e-8 1500 ***behaviour prefd2ng explicit auto_step **elasticity isotropic young GPa poisson **isotropic npl_polymer sig0u GPa sig0r GPa eps0s beta0 **model_coef q mu mup0 k v_ro eps1v eps2v betav crit_str GPa ***return NOTE: In the cavitation model, the units used are GPa, this means predicted stresses are also output as GPa. BACK HOME TYPICAL PREDICTIONS To investigate the effect of using different materials models on joint predictions please select a joint geometry. For each geometry the experimental curve is presented along with the corresponding predictions obtained using the von Mises, linear Drucker-Prager, exponent Drucker-Prager and Cavitation models. Contour plots of maximum principal stress in the adhesive are also available. Scarf joint Lap joint Tpeel joint Butt joint NOTE: The predictions shown are only valid for these materials and joint geometries. The best choice of model will depend on the adhesive used. HOME CALCULATION OF PARAMETERS FAILURE CRITERIA SCARF JOINT The scarf joint was bonded with a rubber-toughened epoxy and tested. FEA predictions were obtained from analyses using each of the four material models, von Mises, linear and exponent Drucker-Prager and cavitation model. The force-extension predictions are shown below. In this example, the linear Drucker-Prager and cavitation model produce similar predictions. Scarf joint experimental curve with force-extension predictions from all four models Scarf joint schematic BACK HOME Effect of model on predicted stresses 25 80 mm15 mmdeep10 mm SCARF JOINT - Predictions of stress using different models The values of stress and strain predicted in an analysis are very dependent on the material model used. To illustrate this, the maximum principal stress (SP3) is obtained for the scarf joint analyses at an extension of mm, the extension at which the scarf joint begins to fail. Contour plots were obtained for all four material models. Contour plots were obtained for all four models at an extension of mm (the point of crack initiation). The contour plots are available here. The predicted values of maximum principal stress are given in the table below von Mises 105 MPa linear Drucker-Prager MPa exponent MPa Cavitation model MPa ( in contour plot) Photograph of failed scarf joint. Crack initiated at an extension of mm BACK HOMELinear Drucker-Prager Cavitation SCARF JOINT - Predictions of stress using different models BACK HOME Von Mises Exponent Drucker-Prager LAP JOINT The lap joint was bonded with a rubber-toughened epoxy and tested. FEA predictions were obtained from analyses using each of the four material models, von Mises, linear and exponent Drucker-Prager and cavitation model. The force-extension predictions are shown below. It should be noted that the degree to which the predicted force-extension curves fit the experimental behaviour is only of interest up to the point where failure initiates in the joint. After this point the experimental data will be lower than the predicted data due to the presence of a growing crack. In the lap joint, crack initiation is observed to occur at about mm. At this extension the force-extension predictions are comparable for all four material models. r = = mm15 mm10 mm3 mmr = = mm15 mm10 mm3 mmr = = = = mm15 mm15 mm10 mm10 mm3 mm3 mmLap joint schematic Lap joint experimental curve with force-extension predictions from all four models BACK HOME Effect of model on predicted stresses LAP JOINT - Predictions of stress using different models The values of stress and strain predicted in an analysis are very dependent on the material model used. To illustrate this, the maximum principal stress (SP3) is obtained for the lap joint analyses at an extension of mm. This is the extension at which a crack is observed to initiate in the adhesive layer of the joint. At this extension the force-extension predictions are comparable for all four material models. Contour plots were obtained for all four models at an extension of mm (the point of crack initiation). The contour plots are available here. The predicted peak values of maximum principal stress are given in the table below. These peaks are found to occur in the region of crack initiation von Mises MPa linear Drucker-Prager MPa exponent MPa Cavitation model MPa ( in contour plot) Photograph of failed lap joint. Crack initiated at an extension of mm BACK HOMECavitation Linear Drucker-Prager Von MIses Linear Drucker-Prager Exponent Drucker-Prager LAP JOINT - Predictions of stress using different models BACK HOME TPEEL JOINT The tpeel joint was bonded with a rubber-toughened epoxy and tested. FEA predictions were obtained from analyses using two material models, exponent Drucker-Prager and cavitation model. The force-extension predictions are shown below. 50 mm3 mm25 mmr =7mmr=10mm50 mm3 mm25 mmr =7mmr=10mm50 mm50 mm3 mm25 mmr =7mmr=10mm Tpeel joint schematic Tpeel joint experimental curve with force-extension predictions from two models BACK HOME Effect of model on predicted stresses TPEEL JOINT - Predictions of stress using different models Cavitation Exponent Drucker-Prager Contour plots of maximum principal stress at an extension of mm are shown below. This is the extension at which crack initiation is observed. The locations of the peak stresses in the contour plots tie-up with the experimentally observed crack initiation location. BACK HOME BUTT JOINT The butt joint was bonded with a rubber-toughened epoxy and tested. FEA predictions were obtained from analyses using three material models, von Mises, linear Drucker-Prager and exponent Drucker-Prager. The elastic-plastic materials models differ in the way they account for the influence of hydrostatic stress on yield behaviour. The stress state in the adhesive in a butt-joint specimen loaded in tension contains a high component of hydrostatic stress. Hence experimental data from this test is useful for determining the applicability of different yield criteria for the adhesive to be assessed. The force-extension predictions are shown below. Butt joint schematic Butt joint experimental curve with force-extension predictions from three models BACK HOME THE PREDICTION OF FAILURE IN ADHESIVE JOINTS A feasible approach to predicting when an adhesive joint will start to fail involves a finite element analysis to determine stress and strain distributions in the adhesive layer coupled with a criterion for failure based on achieving a critical level of some component of stress or strain sufficient to promote the initiation of a crack. In research studies on this subject, distributions of stress and strain components are calculated at loads or extensions where failure is believed to initiate in joint specimens of different geometry and dimensions. The aim is to explore whether there is a critical level of stress or strain that is common at failure initiation in these different types of joint. Stress and strain components that are commonly considered are : Maximum principal stress Hydrostatic stress Effective shear (Mises) stress Maximum principal strain Volumetric strain The success of this work clearly relies on the ability to make accurate predictions of stress and strain distributions based on finite element analyses. Although, at present, no conclusions can be drawn regarding a generalised failure criterion, some relevant comments can be made. With tough adhesives, there is a significant phase of plastic deformation in which the stress, for example in bulk specimens, changes little with strain. This would suggest that criteria based on a critical level of strain are likely to be more realistic than those based on a critical stress. However, in an adhesive joint, failure initiation often occurs at sites of high hydrostatic stress and at levels that are not generated in bulk specimens. It is possible therefore, that different criteria apply for failure in joints and bulk material. It has been observed that failure strains can be high in tests on butt-joint specimens under torsion, even for adhesives that have relatively low tensile failure strains. The stress and strain states in this test are predominantly shear and dilatational components are minimal, which suggests that shear components are not major factors in determining failure initiation. In this context, it should be noted that high levels of maximum principal stress or strain can be generated under shear, and so criteria based on critical values of either of these components are unlikely to be valid unless the criterion includes an associated significant level of hydrostatic stress or strain. Criteria for failure based on a critical level of hydrostatic stress or volumetric strain therefore deserve further investigation involving comparisons of measured and predicted deformation of joint specimens to failure. HOME CALCULATION OF PARAMETERS TYPICAL PREDICTIONS
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Intended for the Technion Computer Science course 234118, PDP11 assembly programming. A GUI wrapper around the command line assembler and simulator. The IDE is built using MFC on Visual Studio 2008
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The young striker took his tally to 21 goals in the Premier League and 31 in all competitions with the winner at Everton.
Harry's header from Eric Dier's pinpoint cross in the 24th minute was enough to win a game we dominated and lifted us up to fifth place in the final table.
He joins Teddy Sheringham (1992-93) and Gareth Bale (2012-13) in scoring a club-high 21 goals in a Premier League campaign.
"We wanted desperately to get the win because we knew Liverpool had a tough game at Stoke and it proved that way," said Harry.
"We managed to get the win to move into fifth, so that's great and I'm buzzing to get on the scoresheet again.
"In the first half we kept control of the ball, created chances and could have been a couple more up but credit to Everton, they stuck in there and made it tough for us.
"A win at Goodison Park is always a great result and to win the last two games of the season is always positive.
"We've a lot to learn without a doubt, we're a young side but we've finish fifth, reached a cup final and had great experiences that we can all learn from.
"Now we have to build on it next season."
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Harry Kane says Dele Alli has that rare ability to change a game in a second.
14 May 2018
There's no intention of resting on his laurels for Harry Kane after another milestone goalscoring season.
24 December 2017
Harry Kane hit his latest milestone on Saturday as he bagged his seventh hat-trick of the calendar year to hand us a 3-0 win at Burnley.
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HEAD COACH OPENING 2018 10/21/2017CONFIRMED HEAD COACH CHANGES IN 2018 Lafayette Central Catholic; Don Collier Brian Nay Hired Kankakee Valley: Zack Prairie Derek Thompson Hired Valparaiso: Dave Coyle Steven Mueller Hired Bill Marshall Promoted Evansville North: Brett Szabo Joey Paridaen Hired from Eastern Greene Hamilton Southeastern: Scott May Adam Morris Hired Peru: Bob Prescott Romison Saint-Louis Hired North Daviees: Scott Helms Trent Fine Hired Evansville Central: Andy Owens Troy Burgess Hired River Forest: Austen Robison Joe O'Connell Hired Shelbyville: Pat Parks Mike Clevenger Hired from Clinton Prairie Rushville: Scott McMurray Dan Rector Hired Cathedral: Rick Strieff: Bill Peebles Hired from Lawrence Central South Spencer: Tom Packer John Edge Hired Bishop Dwenger: Chris Svarczkopf Jason Garrett Promoted Maconaquah: Mark Hartman Austin Colby Hired Anderson High School: Robert Brown Ron Quals Hired Highland: Trent Grinder Pete Koulianos Hired from Hanover Central Southern Wells: Steve Yencer Greg Mose Hired Warsaw: Phil Jenson Bart Curtis Hired From Mishawaka Lawrence Central: Bill Peebles John Rodenberg Hired Eastern Hancock: Jim O'hara Doug Armstrong Hired Tri-Central: George Gilbert Shane Arnold Promoted Franklin County: Kirk Kennedy Wes Gillman Hired Hobart: Ryan Turley Craig Osika Promoted Anderson Prep Academy Randy Albano Michael Torgerson Hired Clarksville: Joby Turner Justin Boser Hired New Haven Jim Rowland Jimmy Linn Promoted S.B. Clay: Will Porter Garrett Fields Hired Mt. Vernon (Fortville) Neil Kazmierczak Mike Kirschner Hired Central Noble Greg Moe Trevor Tipton Promoted Clinton Prairie: Mike Clevenger Raymond Jones Hired From Fountain Central Ben Davis: Mike Kirschner Jason Simmons Hired from Noblesville Parke Heritage : ???? Brian Moore Hired Mishawaka Marian: Reggie Glon Michael Davidson Promoted Hamilton Heights: Mitch Street Jon Kirschner Promoted Knightstown: Kevin Miller Chad Montgomery Hired Richmond: Ibrahim Tawfeek Tony Lewis Hired Eastern Greene: Joey Paridaen Travis Wray Promoted Mishawaka: Bart Curtis Keith Kinder Promoted Kokomo: Brett Colby Richard Benberry Jr. Promoted Hanover Central: Pete Koulianos Brian Parker Hired Oldenburg Academy: Kevin Ferneding Eric Feller Hired Fountain Central: Raymond Jones Ryan Hall Hired Elwood: Joe Kwisz Chuck Foga Hired Noblesville: Jason Simmons Justin Roden Hired from East Central Jeffersonville: Alfonzo Browning Brian Glesing Hired from Floyd Central Wabash: Floyd McWhirt Adam Handley Hired Fairfield: Bob Miller Matt Thacker Hired East Central: Justin Roden Don Stonefield (Interim ) Munster: Leroy Marsh Jason Grunewald promoted Floyd Central: Brian Glesing James Bragg Hired Tell City: Josh Teague Aaron Clements Hired Pike Central: Erik Mattingly Dave Stephens Hired Crawford County: Kevin Mills Northwestern Steve Dibler Patrick Rosner hired Gary West: Jason Johnson Collin McCullough Hired
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Everything posted by NRRaider2001
Yesterday it was officially announced that Scott Radeker is the new Varsity Boys Basketball Coach at Northridge High School. He most recently was the head coach at Lafayette Jeff (97-88) after posting the best record of his tenure this past season. Before he coached for the Bronchos he was at North Montgomery (120-80). He was also an assistant at Noblesville after moving to Indiana from New York to pursue his dream of coaching Indiana Boys Basketball. He is one of 2 assistants for this years Indiana All Star team.
NRRaider2001 posted a topic in Boy's High School HoopsWith the start of boys basketball season right around the corner I figured I'd start a thread for NLC Boys Basketball for the upcoming season. Not sure what to expect out of Northridge this year, but I think they'll be middle of the pack like last year. Our girls team I look to be at/near the top of the NLC yet again even though we lost some key seniors after last years semi state run. Also former Concord Basketball standout is making international news (Netherlands). http://landstedebasketbal.nl/nieuws/12666/franko-house-voelt-zich-thuis-in-zwolle.html
Coaching changes 2018-19
NRRaider2001 replied to dave mosbey's topic in Girl's High School HoopsCarmel
Romeo cuts list to 7
NRRaider2001 replied to Rangerdog's topic in Boy's High School Hoopsyes! Glad to have him wearing Candy Stripes, that announcement deal was way over hyped, but still very glad to keep him home.
Fairfield High School Head Football Coach Opening
NRRaider2001 replied to Booboo Bear's topic in The Indiana High School Football Forumif you need an assistant when you take over the program just pm me lol But in all seriousness, hate seeing another great area coach hang it up, but can't blame him one bit.
Elkhart Memorial leaves an opening in the NLC
NRRaider2001 replied to MarshallCounty's topic in The Indiana High School Football ForumI tend to agree with all that you mentioned, we share the border with Washington Twp, which is the town of Bristol and basically mostly hills/farmland. A smaller (not small) more rural school might be more attractive than a mega school all the way across Elkhart (they're Central students now)
Elkhart Memorial leaves an opening in the NLC
NRRaider2001 replied to MarshallCounty's topic in The Indiana High School Football ForumPlymouth was one of the founding members (1 of only 2 left unless you count NW). It isn't the most fun drive on a week night from Middlebury to Plymouth via the pothole ridden Plymouth/Goshen Trail, but neither is a trip from Warsaw or Syracuse to Osceola, Mishawaka, or South Bend. Size/Sport wise, would rule out an ideal match for Fairfield, Jimtown, West Noble, or former member Bremen. I don't think we're gonna find a better fit than Mishawaka, St. Joe, Marian, or East Noble all things considered....just not sure on the interest from any of them.
Elkhart Memorial leaves an opening in the NLC
NRRaider2001 replied to MarshallCounty's topic in The Indiana High School Football ForumI too have enjoyed our recent matches against St. Joe...but if i had to bet money, it'd be on Jimtown. If I had my wish it would be Edwardsburg (not gonna happen because seasons don't line up). New Prairie would be great fit, but too far for Syracuse/Warsaw to drive on a week night. East Noble would be good too but I'm thinking they're happy in the NE8. Mishawaka/St. Joe/Marian would all be great fits too. But I'm guessing it's Jimtown or go back to 7 for a while.
Congrats to Goshen and Northwood on their wins last night. I was pretty surprised to see Goshen knock out Warsaw after the beating they took in the first match. Good luck to all the teams tonight, and can't wait til Friday night at North Side Gym!
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NRRaider2001 replied to DrivenT's topic in The Indiana High School Football Forum
Flooding at Elkhart Central/Rice Field
NRRaider2001 replied to coachshattuck's topic in The Indiana High School Football Forumyep, early season games we're blinded for a good 3+ quarters
Flooding at Elkhart Central/Rice Field
NRRaider2001 replied to coachshattuck's topic in The Indiana High School Football ForumMeant to say sell us the stands and box, but that's what I get for screwing around on here while I'm supposed to be working. Maybe we trade you even up for our old stands, and we take Washington Twp as additional trade value. All joking aside, both are very nice fields, I just prefer the atmosphere at Rice over Memorial any day. Maybe one day we in Middlebury won't have to face the sun every Friday night in the fall.
Flooding at Elkhart Central/Rice Field
NRRaider2001 replied to coachshattuck's topic in The Indiana High School Football Forum2021 I believe, also both schools have played at Rice Field in the past. Memorial has a really nice field and bleachers, but Rice is clearly the more historic and better atmosphere for football. I'm still hoping Memorial can work out a trade deal with us in Middlebury to get some nice newer bleachers and a decent press box!
Flooding at Elkhart Central/Rice Field
NRRaider2001 replied to coachshattuck's topic in The Indiana High School Football ForumI believe it was Chuck Freeby that I saw suggesting Central D line start practicing their "swim moves"
Warsaw Coach Phil Jensen Retires
NRRaider2001 posted a topic in The Indiana High School Football Forum@rogergrossman1 Warsaw football coach Phil Jensen just told his players he is retiring from coaching effective immediately. He steps down as the All time winning coach
Warsaw Coach Phil Jensen Retires
NRRaider2001 replied to NRRaider2001's topic in The Indiana High School Football ForumI'm happy with their hire, we will become a better conference from top to bottom with a competitive Warsaw program.
Will Porter resigns @ South Bend Clay
NRRaider2001 replied to yellowjacket's topic in The Indiana High School Football ForumGary (Garrett) Fields was a running backs coach at South Bend Adams, served as the interim head coach for Clay 2 years ago, and is the School Resource Officer at Clay as well....He's also the 5th head coach in 5 years at Clay.
Will Porter resigns @ South Bend Clay
NRRaider2001 replied to yellowjacket's topic in The Indiana High School Football Forum@46Sports 41s41 seconds ago Garrett Fields has been named the interim coach for @sbclaycolonials football and is expected to coach the team for the 2018 season
Abby Wahl
NRRaider2001 replied to dave mosbey's topic in Girl's High School HoopsNorthridge HS (Middlebury Indiana) Junior - Morgan Litwiller will be joining Abby Wahl at Eastern Illinois after she graduates high school next year. She is on track to compete for Northridge's all time scoring record next year (Senior Brooke McKinley is our current leader). Morgan averaged just under 18 points a game this year (446 points I believe) and should be even higher for her senior year with the departure of McKinley. Morgan led the Northern Lakes Conference and Elkhart County in scoring this year. EIU will have some really good Hoosiers on their team and I look forward to following them at the next level.
Mount Vernon 3A sectional
NRRaider2001 replied to dave mosbey's topic in Girl's High School HoopsWow! didn't expect to see that one. Up North here in 4A Ft. Wayne South beating defending Champ Homestead was our 1st round shocker (although South Side is an excellent team).
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NRRaider2001 replied to DrivenT's topic in The Indiana High School Football Forumyes please
New Haven coach Jim Rowland resigns
NRRaider2001 posted a topic in The Indiana High School Football ForumPer the News Sentinel New Haven football coach Jim Rowland has resigned after 17 years as coach. Rowland's tenure was the current longest streak at one school of any coach in Allen County. He informed his players of his decision today. The Bulldogs were 9-2 last season and 6-1 in the Northeast 8 Conference, tying East Noble and Leo for the championship. New Haven's season ended with a 13-6 loss to Bishop Dwenger in the sectional semifinals. During his tenure, Rowland led the Bulldogs to four sectional titles and one regional title. He led them to at least seven wins over the last eight seasons. New Haven won 11 games twice, including an 11-1 season in 2016.
South Bend schools consider upgrading School Field
NRRaider2001 posted a topic in The Indiana High School Football ForumPer the SB Tribune Article found here SOUTH BEND — South Bend Community School Corp. tonight could consider a $1.5 million upgrade to School Field that would include the installation of Field Turf as its playing surface. As part of the improvement plan, each of the South Bend Community School Corp. high school football programs would be invited to use the stadium as its home field, according to corporation Athletic Director Seabe Gavin. "It would bring the entire corporation together, bring the entire community together," Gavin said. "Money is always going to be an obstacle, but let's use our resources to find a way around those obstacles." The stadium dates as far back as the 1930s and sits just north of the St. Joseph River along Eddy Street. It is home field to the Adams and Washington high school football teams. Clay currently plays its home games at Clay Intermediate Center and Riley plays its home games at Jackson Intermediate Center. "Every high school in the corporation would be invited to play there," Gavin said of an upgraded School Field. "We'd put a giant SB at midfield." The cost of replacing the natural grass surface with artificial Field Turf is estimated at $900,000. The plan does not include replacing the turf of the adjacent soccer field. The corporation also plans to make improvements to School Field's stadium lighting ($350,000) and substructure ($100,000). According to an attachment to Thursday's school board agenda, the design and construction costs are being kept separate until funding for the project is identified. The board is set to consider hiring architects and engineers for a variety of summer projects that includes the School Field work, according to district spokeswoman Sue Coney. But is is unclear where the money will come from to pay for the School Field work, she said. If approved, South Bend schools would join a handful of other corporations to make the switch to Field Turf in recent years. Two area schools play on Field Turf. Father Bly Field opened in conjunction with the new private South Bend St. Joseph High School in 2012. Prior to that, St. Joe played many of its home games at School Field. Penn moved from natural grass in 2010 at a cost of $700,000. Of that, $250,000 was raised via private money. The project took just over three months from start to finish. "It was one of the best decisions for our athletic programs, to be able to play regardless of weather," said former Penn athletic director Ben Karasiak. "It was something our entire community could use. It was something our physical education classes could use. "It worked out well for everything that we wanted to do. It was big." At School City of Mishawaka, it was a different story. Coming off a runner-up finish in the 2012 Class 4-A state football championship, School City of Mishawaka officials pondered replacing the grass surface of historic Steele Stadium with Field Turf. Cost of the entire project — which also included a new running track and lighting — was $2.2 million. The Field Turf plan eventually fizzled because of financial concerns. School City instead replaced one natural grass surface at Steele Stadium with another in 2017. It held up well enough for the Mishawaka Football League to have its championships played in the stadium last fall. Gavin said that usage is a concern at School Field. In 2017, there were a combined 13 varsity football games at School Field, where Adams and Washington also play its freshman and junior varsity games. "We get a lot of use out of it," Gavin said. "But by October and November, that field is pretty well trucked up." He believes that Field Turf at School Field would help teams of South Bend schools be more competitive with perennial state football powers. "If we can have the top-ranked team in the state in boys' basketball (Riley is currently No. 1 in Class 4-A), why not in football?" Gavin wondered. "You never know what could happen (if) we provide the best possible resources for our kids to succeed."
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NRRaider2001 replied to DrivenT's topic in The Indiana High School Football ForumI concur, I was excited when my 3 year old told me he'd been watching ducktales at mammas house, but then when he showed me, it was a huge letdown
2017 Indiana Hoosiers Mens Basketball
NRRaider2001 replied to EasyEJay's topic in College HoopsMy 10 year old and I will be surrounded in a sea of green, but that's just fine with me. I really like the direction this Hoosiers team is going, especially in light of the huge loss of Davis.


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The much awaited Pannala Circuit Meet is all set to commence at the Pannala race track tomorrow. As usual, the event is organized by the Asian Motor Racing Club (AMRC) in alliance with the Sri Lanka Association of Racing Drivers and Riders (SLARDAR).
Unlike any other race in the calendar, the Pannala Circuit Meet will be worked off at night.
The circuit meet will put this year's Sri Lanka Super Series to bed with the awards ceremony to follow in December at the Eagles' Lakeside Banquet & Convention Hall in Attidiya.
The night race will also add to the intensity of the super series as the competition has been on the up throughout the year. Moreover, the change is expected to induce a healthier crowd presence as well.
The Race Track
The Pannala race track is the first purpose built tarmac in Sri Lanka. It was later transformed into an excellent race track. The private track is 1.4km long, also identified as a tight circuit.
Dinesh Jayawardena and Shriyan Samuel stole the spotlight by emerging best driver and rider at the circuit meet last year. Jayawardena won the SLGT Cars upto 3500cc event ahead of Ushan Perera while Samuel outclassed all other competitors to win the Group M Standard/modified Super Sports Motorcycles Open – 250cc (4T) Race one and two.
Motorsports enthusiasts and onlookers can watch the Pannala Circuit Meet live on SLARDAR TV. In addition, we encourage you to stay tuned with us for live updates from the venue.
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Tag: literature
Legendary stories about the world-famous New York ...
Posted by Alexandra Béni | Apr 24, 2018 | Special Hungary | 0
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Poet Sándor Kányádi dies aged 89
Rest in peace!
Poet, author, and translator Sándor #Kányádi died at age 89
#hungary #hungarian #literature #szeklerland #székelyföld
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Apr 24, 2018 | Special Hungary | 0
Have you been to the stunning New York Café? 🙂
#Hungary #Budapest #café #history
Book review – A Carpathian Folk Song: Freedom, Love, Gold
Have you heard about this #book? It's worth #reading 😉
#Hungary #Hungarian #story #culture
World Poetry Day in Hungary – free coffee in exchange for a poem
Let's celebrate #World Poetry Day together! Comment below a line from your #favourite #poem 🙂
#hungary #hungarian #coffee ##paywithapoem
An interesting Hungarian book from Richmond, Virginia- THE AMULET: Journey to Sirok
An interesting Hungarian book from Richmond, Virginia (USA)
#usa #hungary #virginia #richmond #hungarian #bookRead More
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Check this video out 🙂
A special public performance from Wales
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Māṇusakīcā gahivara1 edition - first published in 1957
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Spring '17 Does it make sense to defer property taxes?
Dave's Investment Insights Newsletter – Spring 2017
If you or your ageing parents are feeling "house rich and cash poor", The British Columbia Property Tax Deferment Program may provide some relief.
This program gives home owners who are 55+ the option to defer their property taxes on their home until they die or sell the home. The interest rate on the unpaid balance is 1% per year.
This means it would only cost $50 per year to defer $5000 in property taxes. By comparison, carrying the same amount of money on a credit card would cost around $1000 per year, while a line of credit at 4% would cost $200 per year in interest.
Because there is no "means test" in BC, many wealthy home owners choose to invest their property tax money with the expectation that they will earn more than the 1% they are paying.
Some home owners relish the opportunity to legally delay giving their money to the government for as long as possible. But deferring property taxes is certainly not for everyone.
Some people are opposed to "borrowing" money, even if the cost is low. The program also requires a form to be submitted every year to keep it in place.
The ideal candidate is a 55+ home owner who wants to remain in their home for many years, could benefit from having a few thousand extra dollars to spend, and does not mind reducing the amount of equity from their home that is left to beneficiaries.
For more information about how this program works, feel free to call me, contact your city hall, or send an email to: email@example.com.
Download the Complete Spring 2017 Investment Insights Newsletter


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House number modern – You can select the number of rooms you desire, their size, designs, etc.. Since you may see, there are several unique things and features you may add, to present your house a modern, stylish feel. From time to time, you can set the numbers on the door, but it is simpler for the postal worker to find…
Address Plaques Modern
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