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Elastoplastic analysis of frames composed of softening materials by restricted basis linear programming

机译:约束基础线性规划的软化材料框架弹塑性分析

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摘要

This paper is concerned with nonlinear analysis of frames composed of softening materials. The previously proposed dissipated energy maximization approach is extended to determine non-holonomic solution of such frames. The adopted assumptions are: linear kinematics, lumped plasticity with softening behavior, piecewise-linear yield functions, associate flow rule and isotropic evolution with a three phase linear softening rule. The approach is based on a mathematical programming formulation. The solution procedure is discussed and presented in a comprehensive flowchart. It is shown that this method has the ability of solving and tracing path dependent problems and detecting any possible bifurcation.
机译:本文涉及由软化材料组成的框架的非线性分析。先前提出的耗散能量最大化方法被扩展为确定此类框架的非完整解。所采用的假设是:线性运动学,具有软化行为的集总塑性,分段线性屈服函数,关联流动规则和各向同性演化与三相线性软化规则。该方法基于数​​学编程公式。解决方案的过程将在综合流程图中进行讨论和介绍。结果表明,该方法具有解决和跟踪路径相关问题并检测任何可能分叉的能力。

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