A return-free integration for anisotropic-hardening elastoplastic models

IF 4.8 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers & Structures Pub Date : 2024-06-04 DOI:10.1016/j.compstruc.2024.107423
Li-Wei Liu , Zih-Ce Ciou , Po-Ho Chen
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Abstract

This paper develops a numerical integration for an elastoplastic model for hardening materials which has an anisotropic yield surface, and displays asymmetric behavior under tension and compression yielding. The model also captures nonlinear isotropic and kinematic hardening and softening behavior. The developed numerical integration, called return-free integration, automatically updates the stress on the yield surface during the plastic phase, hence it is capable of simulating the behavior of the anisotropic-hardening material model exactly. Furthermore, the return-free integration for the material model is examined through the analysis of consistency errors, average errors, and iso-errors. The influence of the non-zero initial condition of stress, pre-straining path, and loading paths on the consistency error is explored. The convergence analysis of average error is investigated and the iso-error maps are established. All error analysis demonstrates the return-free integration for the proposed model with the anisotropic yield surface and the nonlinear isotropic-kinematic-mixed hardening rule is stable, acceptable, and reliable.

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各向异性硬化弹塑性模型的无返回积分
该模型具有各向异性的屈服面,在拉伸和压缩屈服时表现出非对称行为。该模型还能捕捉非线性各向同性和运动硬化与软化行为。所开发的数值积分称为无返回积分,可自动更新塑性阶段屈服面上的应力,因此能够精确模拟各向异性硬化材料模型的行为。此外,通过对一致性误差、平均误差和等误差的分析,研究了材料模型的无返回积分。探讨了应力非零初始条件、预拉伸路径和加载路径对一致性误差的影响。研究了平均误差的收敛分析,并建立了等误差图。所有误差分析表明,采用各向异性屈服面和非线性各向同性-运动-混合硬化规则的拟议模型的无返回积分是稳定、可接受和可靠的。
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来源期刊
Computers & Structures
Computers & Structures 工程技术-工程:土木
CiteScore
8.80
自引率
6.40%
发文量
122
审稿时长
33 days
期刊介绍: Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics. The journal also includes articles that present a substantial review of a field in the topics of the journal.
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