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Implicit-Explicit Integration of Gradient-Enhanced Damage Models

delete2019-07-01
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OA
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T
Thomas Titscher
J
J. Oliver
J
Jörg F. Unger *
DOI:10.1061/(ASCE)EM.1943-7889.0001608delete
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Abstract

Abstract

En 中文
Quasi-brittle materials exhibit strain softening. Their modeling requires regularized constitutive formulations to avoid instabilities on the material level. A commonly used model is the implicit gradient-enhanced damage model. For complex geometries, it still shows structural instabilities when integrated with classical backward Euler schemes. An alternative is the implicit-explicit (IMPL-EX) integration scheme. It consists of the extrapolation of internal variables followed by an implicit calculation of the solution fields. The solution procedure for the nonlinear gradient-enhanced damage model is thus transformed into a sequence of problems that are algorithmically linear in every time step. Therefore, they require one single Newton-Raphson iteration per time step to converge. This provides both additional robustness and computational acceleration. The introduced extrapolation error is controlled by adaptive time-stepping schemes. This paper introduced and assessed two novel classes of error control schemes that provide further performance improvements. In a three-dimensional compression test for a mesoscale model of concrete, the presented scheme was about 40 times faster than an adaptive backward Euler time integration.
Keywords:
Implicit explicit schemes
Gradient-enhanced damage model
Adaptive time stepping
Continuum damage
Robustness
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Journal

Engineering Fracture Mechanics cover
Engineering Fracture Mechanics
IF:
5.3
Papers:
4.7K
Citations:
3.2W

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F
federal institute for materials research & testing
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U
universitat politecnica de catalunya
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