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一种用于模拟薄壁钢构件冲击响应的非线性显式动力GBT模型

段立平 赵金城

东南大学学报(英文版)2018,Vol.34Issue(2):237-250,14.
东南大学学报(英文版)2018,Vol.34Issue(2):237-250,14.DOI:10.3969/j.issn.1003-7985.2018.02.014

一种用于模拟薄壁钢构件冲击响应的非线性显式动力GBT模型

A nonlinear explicit dynamic GBT formulation for modeling impact response of thin-walled steel members

段立平 1赵金城1

作者信息

  • 1. 上海交通大学船舶海洋与建筑工程学院,上海200240
  • 折叠

摘要

Abstract

A nonlinear explicit dynamic finite element formulation based on the generalized beam theory ( GBT) is proposed and developed to simulate the dynamic responses of prismatic thin-walled steel members under transverse impulsive loads. Considering the rate strengthening and thermal softening effects on member impact behavior, a modified Cowper-Symonds model for constructional steels is utilized. The element displacement field is built upon the superposition of GBT cross-section deformation modes, so arbitrary deformations such as cross-section distortions, local buckling and warping shear can all be involved by the proposed model. The amplitude function of each cross-section deformation mode is approximated by the cubic non-uniform B-spline basis functions. The Kirchhoff’s thin-plate assumption is utilized in the construction of the bending related displacements. The Green-Lagrange strain tensor and the second Piola-Kirchhoff ( PK2) stress tensor are employed to measure deformations and stresses at any material point, where stresses are assumed to be in plane-stress state. In order to verify the effectiveness of the proposed GBT model, three numerical cases involving impulsive loading of the thin-walled parts are given. The GBT results are compared with those of the Ls-Dyna shell finite element. It is shown that the proposed model and the shell finite element analysis has equivalent accuracy in displacement and stress. Moreover, the proposed model is much more computationally efficient and structurally clearer than the shell finite elements.

关键词

广义梁理论/冲击加载/薄壁钢构件/显式动力积分/应变率强化效应/热软化效应

Key words

generalized beam theory/impact loading/thin-walled steel member/explicit dynamic integrations/strain rate strengthening effect/thermal softening effect

分类

建筑与水利

引用本文复制引用

段立平,赵金城..一种用于模拟薄壁钢构件冲击响应的非线性显式动力GBT模型[J].东南大学学报(英文版),2018,34(2):237-250,14.

基金项目

The National Natural Science Foundation of China ( No. 51078229) , the Specialized Research Fund for the Doctoral Pro-gram of Higher Education ( No. 20100073110008) . ( No. 51078229)

东南大学学报(英文版)

1003-7985

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