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移除单元法中单元失效应变的确定

张美兰 陈震 赵晟

中国舰船研究Issue(2):46-52,64,8.
中国舰船研究Issue(2):46-52,64,8.DOI:10.3969/j.issn.1673-3185.2013.02.009

移除单元法中单元失效应变的确定

The Determination of Element Failure Strain with the Element Removal Method

张美兰 1陈震 1赵晟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

  To simulate the tensile fracture process of cracked plates using the element removal method, this paper analyses the method of choosing element failure strain and various influencing factors. Resorting to the finite element software,MSC.Dytran,the maximum load,displacement and energy of the cracked plate are calculated,based on which the effects of the material property and grid size on element failure strain are investigated. The deviation of the failure strain under three criterions is discussed. The results show that the failure strain determined by the energy criteria,which considers both the load and displace⁃ment,best agrees with the experimental data,and the mechanical property of cracked plates are also re⁃flected correctly. On the other hand,the maximum displacement criteria provides larger maximum load re⁃sult than expected,which makes it suitable for the numerical calculation that focus on the displacement of cracked plates. Finally,the deviation of the maximum load criteria is too large to reflect the accurate me⁃chanical property of cracked plates. Above all,the element removal method is best suited for simulating the fracture process of large structures.

关键词

裂纹板/数值仿真/失效应变/网格尺寸

Key words

cracked plate/numerical simulation/failure strain/element size

分类

交通工程

引用本文复制引用

张美兰,陈震,赵晟..移除单元法中单元失效应变的确定[J].中国舰船研究,2013,(2):46-52,64,8.

中国舰船研究

OACSTPCD

1673-3185

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