Numerical investigation of the elastic-plastic linear hardening stress-strain state of the frame element cross-section

A. Grigusevičius, G. Blaževičius
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引用次数: 1

Abstract

AbstractThe aim of this paper is to present a solution algorithm for determining the frame element crosssection carrying capacity, defined by combined effect of bending moment and axial force. The distributions of stresses and strains inside a cross-section made of linearly hardening material are analysed. General nonlinear stress-strain dependencies are composed. All relations are formed for rectangular cross-section for all possible cases of combinations of axial force and bending moment. To this end, five different stress-strain states are investigated and four limit axial force values are defined in the present research. The nonlinear problem is solved in MATLAB mathematical software environment. Stress-strain states in the cross-sections are investigated in detail and graphically analysed for two numerical experiments.
框架单元截面弹塑性线硬化应力-应变状态的数值研究
摘要本文的目的是提出一种确定由弯矩和轴力共同作用定义的框架单元截面承载力的求解算法。分析了线性硬化材料截面内的应力和应变分布。一般非线性应力-应变关系组成。在所有可能的轴向力和弯矩组合情况下,都形成了矩形截面的所有关系。为此,本研究研究了五种不同的应力-应变状态,并确定了四种极限轴力值。在MATLAB数学软件环境下求解非线性问题。通过两次数值试验,对截面的应力-应变状态进行了详细的研究和图解分析。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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