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安定下限问题的数值建模
引用本文:董兴平,邵国建,张振宇,徐佳磊.安定下限问题的数值建模[J].河北理工学院学报,2005,27(2):126-128.
作者姓名:董兴平  邵国建  张振宇  徐佳磊
作者单位:河海大学土木工程学院,江苏南京210098
摘    要:在阐述的现有安定分析理论的基础上,用ANSYS的APDL语言编程来控制分析过程,得到最佳残余应力场,从而实现了用大型有限元商业软件结构安定分析的途径。并评述了该分析方法的优缺点,进一步研究了结构的拓扑形式和载荷作用分布的变化而对安定问题的影响,明确了它们的作用机理,数值结果表明该方法用于结构安定分析是可行的。

关 键 词:安定分析  残余应力场  ANSYS软件  结构拓扑  变化载荷
文章编号:1007-2829(2005)02-0126-03
收稿时间:2004-11-04
修稿时间:2004年11月4日

Numerical Modeling and Analysis on Lower Bound Shakedown Problems
Dong XingPing;Shao GuoJian;Zhang ZheYu;Xu JiaLei.Numerical Modeling and Analysis on Lower Bound Shakedown Problems[J].Journal of Hebei Institute of Technology,2005,27(2):126-128.
Authors:Dong XingPing;Shao GuoJian;Zhang ZheYu;Xu JiaLei
Abstract:Based on the lower bound shakedown theorems, the APDL programme language was used here to control the process of the analysis in order to achieve the best residual stress field. It is successful to use the large FEM business software to implement the shakedown analysis. The virtue and the disadvantage of this method was summarized and a further research was made on the influence on the shakedown problems and the action mechanism was attained when the structural topology and the load action range was varied. Finally it was proved that the method present in this paper was effective.
Keywords:shakedown analysis  residual stress field  ANSYS software  structural topology  live load
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