![]() To improve the convergence rate in the softening regime Irreversible damage that occurs during the fracturing process Īllows user control of stiffness recovery effects during cyclic loadĬan be defined to be sensitive to the rate of straining Ĭan be used in conjunction with a viscoplastic regularization of the ![]() Plasticity and scalar (isotropic) damaged elasticity to describe the Monotonic, cyclic, and/or dynamic loading under low confining pressures Ĭonsists of the combination of nonassociated multi-hardening Is designed for applications in which concrete is subjected to Isotropic tensile and compressive plasticity to represent the inelasticĬan be used for plain concrete, even though it is intended primarilyįor the analysis of reinforced concrete structures Ĭan be used with rebar to model concrete reinforcement ![]() Uses concepts of isotropic damaged elasticity in combination with Quasi-brittle materials in all types of structures (beams, trusses, shells, and ![]() Provides a general capability for modeling concrete and other Concrete damaged plasticity Concrete damaged plasticity ![]()
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