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Generalized plasticity model for inelastic RCFT column response

机译:非弹性RCFT柱响应的广义塑性模型

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摘要

This paper presents a nonlinear 3d concentrated plasticity beam column element for the analysis of RCFT columns. The element consists of a linear elastic component with a plastic hinge at each end whose inelastic response is described by extending the concept of generalized plasticity to stress resultants. With independent yield and limit surfaces it is possible to describe the gradual yielding of composite sections and their post-yield hardening behavior. The geometric nonlinearity under large displacements is accounted for with the corotational formulation. The paper discusses the calibration of the model parameters and assesses the accuracy of the model through correlation studies. (C) 2016 Elsevier Ltd. All rights reserved.
机译:本文提出了一种用于RCFT柱分析的非线性3d集中塑性梁柱单元。该单元由一个线性弹性部件组成,每个部件的两端都有一个塑料铰链,其无弹性响应通过将广义可塑性概念扩展到应力合成来描述。使用独立的屈服面和极限面,可以描述复合材料截面的逐渐屈服及其屈服后的硬化行为。大位移下的几何非线性是用公式表示的。本文讨论了模型参数的校准,并通过相关性研究评估了模型的准确性。 (C)2016 Elsevier Ltd.保留所有权利。

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