def METHOD_NAME(self,
           nodeList = "SolidNodeList<%(Dimension)s>&",
           kernel = "const TableKernel<%(Dimension)s>&",
           kWeibull = "const double",
           mWeibull = "const double",
           seed = "const size_t",
           minFlawsPerNode = "const size_t",
           crackGrowthMultiplier = "const double",
           volumeMultiplier = "const double",
           damageCouplingAlgorithm  = "const DamageCouplingAlgorithm",
           strainAlgorithm = "const TensorStrainAlgorithm",
           damageInCompression = "const bool",
           criticalDamageThreshold = "const double",
           mask = "const Field<%(Dimension)s, int>&"):
    "Constructor"