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余能原理基面力元法在桁架弹塑性分析中的应用

李瑞雪 彭一江

河北工业科技2017,Vol.34Issue(4):276-281,6.
河北工业科技2017,Vol.34Issue(4):276-281,6.DOI:10.7535/hbgykj.2017yx04008

余能原理基面力元法在桁架弹塑性分析中的应用

Application of base force element method with complementary energy principle for elasto-plastic truss analysis

李瑞雪 1彭一江1

作者信息

  • 1. 北京工业大学建筑工程学院,北京 100124
  • 折叠

摘要

Abstract

Base force element method(BFEM) is a new type of finite element method, which uses the "base force" as fundamental variables to describe the stress state at a point.In order to compile a base force element program for the elasto-plastic analysis of truss using MATLAB language, based on the BFEM with complementary energy principle, the solid element of the plane 4 nodes in BFEM is degenerated into the truss element.The concrete expressions of the flexibility matrix, axial force and displacement of the degenerated truss elements are derived, and necessary modification of the governing equations is conducted.According to the degenerated truss element model, the idea of incremental method and linear strengthened elasto-plastic model are adopted for calculation by using 3-pole indeterminate truss and complicated static determinacy as samples.It is found that through comparison of the calculated results and the results from T2D2 of ABAQUS, the calculated results using the method are in highly agreement with those obtained with ABAQUS, which further verifies the correctness of the base force element method and the applicability of the program.

关键词

塑性力学/有限单元法/基面力元法/余能原理/桁架/弹塑性分析

Key words

plastic mechanics/finite element method/base force element method(BFEM)/complementary energy principle/truss/elasto-plastic analysis

分类

数理科学

引用本文复制引用

李瑞雪,彭一江..余能原理基面力元法在桁架弹塑性分析中的应用[J].河北工业科技,2017,34(4):276-281,6.

基金项目

国家自然科学基金(10972015) (10972015)

河北工业科技

OACSTPCD

1008-1534

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