空间桁架结构大应变和材料损伤和塑性模型非线
- 名称：空间桁架结构大应变和材料损伤和塑性模型非线
- 类型：结构论文
- 大小：840 KB
- 更新时间：12-01 20:47:40
- 下载次数：9986次
- 语言：简体中文
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《空间桁架结构大应变和材料损伤和塑性模型非线》下载简介
空间桁架结构大应变和材料损伤和塑性模型非线性分析The objective of this paper is to present in detail theoretical and numerical aspects of the behavior of spatial trusses undergoing large displacements and strains. Nonlinear material behavior is taken into account, allowing for the development of finite plastic strains and damage. Both theoretical and algorithmic tangent moduli are derived and a finite element approach is used to solve the nonlinear boundary value problem. Key examples are chosen to explore the various featuresof themodeland to highlight the interplay betweenplasticity anddamage. 2004 Elsevier B.V. All rights reserved. ，空间桁架结构大应变和材料损伤和塑性模型非线的文件大小为840 KB，本站还有大量关于结构论文方面的资源提供下载哦。为下次能方便快速的找到本站，记得收藏我们的网址（http://www.jianzhu518.com）哦！