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多种材料结构体系塑性极限分析的弹性补偿有限元法

张伟 杨绿峰 韩晓凤

张伟, 杨绿峰, 韩晓凤. 多种材料结构体系塑性极限分析的弹性补偿有限元法[J]. 工业建筑, 2009, 39(11): 56-61. doi: 10.13204/j.gyjz200911014
引用本文: 张伟, 杨绿峰, 韩晓凤. 多种材料结构体系塑性极限分析的弹性补偿有限元法[J]. 工业建筑, 2009, 39(11): 56-61. doi: 10.13204/j.gyjz200911014
Zhang Wei, Yang Lufeng, Han Xiaofeng. ELASTIC COMPENSATION FINITE ELEMENT METHOD FOR PLASTIC LIMIT ANALYSIS OF A STRUCTURE SYSTEM WITH MULTI-MATERIAL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 56-61. doi: 10.13204/j.gyjz200911014
Citation: Zhang Wei, Yang Lufeng, Han Xiaofeng. ELASTIC COMPENSATION FINITE ELEMENT METHOD FOR PLASTIC LIMIT ANALYSIS OF A STRUCTURE SYSTEM WITH MULTI-MATERIAL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 56-61. doi: 10.13204/j.gyjz200911014

多种材料结构体系塑性极限分析的弹性补偿有限元法

doi: 10.13204/j.gyjz200911014
基金项目: 

国家自然科学基金资助项目(50909021,50768001);工程防灾与结构安全教育部重点实验室主任基金(2009TMZR002);广西自然科学基金资助项目(桂科青0991006,桂科自0991020Z)

详细信息
    作者简介:

    张伟,男,1977年6月出生,副教授,博士后。E-mail:zh.ei@163.com

ELASTIC COMPENSATION FINITE ELEMENT METHOD FOR PLASTIC LIMIT ANALYSIS OF A STRUCTURE SYSTEM WITH MULTI-MATERIAL

  • 摘要: 弹性补偿有限元法是一种简单、高效的结构塑性极限分析方法,目前仅用于采用单一材料的结构体系中。在经典弹性补偿有限元法中引入承载比概念,并据此对算法进行了改进,既保留了算法通过结构广义应力场不断平均化获得下限荷载的基本优化思想,又融入了平均化过程按各种材料的广义强度成比例调整的新思想,结构破坏时每种材料同时趋于各自的广义强度,使算法适用于对采用多种材料的结构体系做塑性极限分析。经典算例的对比分析表明,改进算法的分析结果是收敛的、准确的和稳定的。对复杂钢框架结构的极限荷载和破坏模式分析也表明,改进算法可用于采用多种材料的实际工程结构的安全评价中。
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出版历程
  • 收稿日期:  2008-12-01
  • 刊出日期:  2009-11-20

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