2008
DOI: 10.1002/nme.2270
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Consistent linearization and finite element implementation of an incrementally objective canonical form return mapping algorithm for large deformation inelasticity

Abstract: The present paper focuses on the consistent linearization and finite element implementation of an incrementally objective canonical form return mapping algorithm. A general and modular algorithmic setting, suited for almost any rate constitutive equations, is presented where the finite deformation consistent tangent modulus is obtained as a by-product of the integration algorithm. Numerical examples illustrate the good performance of the proposed formulation, especially for large deformation increments with no… Show more

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Cited by 9 publications
(3 citation statements)
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“…This means that the stress is computed on the basis of already rotated quantities. The specification of co-rotational frames can be found, for example, in Felippa (2000), Souza (2000), Hughes and Wingets (1980) or Seifert and Maier (2008) and Simo and Huges (2000). This approach consists of two steps for the stress update.…”
Section: Primary Framework Of the Stress Update In Usermatmentioning
confidence: 98%
“…This means that the stress is computed on the basis of already rotated quantities. The specification of co-rotational frames can be found, for example, in Felippa (2000), Souza (2000), Hughes and Wingets (1980) or Seifert and Maier (2008) and Simo and Huges (2000). This approach consists of two steps for the stress update.…”
Section: Primary Framework Of the Stress Update In Usermatmentioning
confidence: 98%
“…In general, deformation under non-isothermal loading can be predicted well by the adjusted models, except for the pronounced cyclic hardening observed in the low temperature part of the TMF cycles. For component simulations, the Chaboche model was implemented in ABAQUS/Standard using the implicit algorithms described in [8,9].…”
Section: Predictions Of the Adjusted Chaboche Model At Non-isothermalmentioning
confidence: 99%
“…Conceptually, such schemes are similar to the arc‐length methods that are used with global finite element (FE) solvers in which a constraint equation is solved to restrict load (and/or displacement) increments thereby improving robustness. Although more common with explicit stress integration schemes, these substepping approaches have been adopted by Yoon and colleagues , Seifert et al , and Rabahallah and coworkers for a wide variety of constitutive models. Such methods, however, mitigate some of the advantages of a fully implicit scheme and introduce additional complexity to the ensuing implementation.…”
Section: Introductionmentioning
confidence: 99%