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Elastoplastic analysis of plane stress/strain structures via restricted basis linear programming

机译:通过有限基线性规划对平面应力/应变结构进行弹塑性分析

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摘要

In this paper, elastoplastic analyses of plane-stress and plane-strain structures are addressed. The traditional von Mises yield surface is assumed in the material constitutive model and its piecewise-linear (PWL) approximation is derived. An associated flow rule is adopted and a consistent linear mixed hardening rule is developed in the so called mixed formulation. The relevant mathematical programming (MP) problem, which aims at the maximization of the linear combination of plastic multipliers, is constructed. Restricted basis linear programming (RBLP) is used to solve the MP problem, while special provisions are accounted for to obtain nonholonomic solutions. In order to reduce the required storage space, the Revised Simplex method and a sifting technique are employed. The proposed algorithm is validated and its performance is illustrated by solving some classical nonlinear problems.
机译:本文讨论了平面应力和平面应变结构的弹塑性分析。在材料本构模型中假设了传统的von Mises屈服面,并推导了其分段线性(PWL)近似。采用相关的流动规则,并在所谓的混合配方中开发出一致的线性混合硬化规则。构造了相关的数学程序设计(MP)问题,该问题旨在最大化塑料乘法器的线性组合。有限基线性规划(RBLP)用于解决MP问题,同时考虑了特殊规定以获得非完整解。为了减少所需的存储空间,采用了修正的单纯形法和筛分技术。通过解决一些经典的非线性问题,对该算法进行了验证,并说明了其性能。

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