欢迎光临《计算力学学报》官方网站!
施刚,左勇志,郑敬杰,石永久,王元清.损伤因素对单层平面索网静力性能影响研究:有限元分析与试验验证[J].计算力学学报,2011,28(4):540~546
本文二维码信息
码上扫一扫!
损伤因素对单层平面索网静力性能影响研究:有限元分析与试验验证
The influence of damages on the static behavior of single-layer cable net: finite element analysis and test verification
投稿时间:2009-12-07  修订日期:2010-06-03
DOI:10.7511/jslx201104009
中文关键词:  单层平面索网  损伤因素  有限元分析  静力性能
英文关键词:single-layer plane cable net  damage  finite element analysis  static behavior
基金项目:KGE科学研究基金(2008-03)资助项目.
作者单位E-mail
施刚 清华大学 土木工程安全与耐久教育部重点实验室,北京 100084 shigang@tsinghua.edu.cn 
左勇志 北京市建筑工程研究院,北京 100039  
郑敬杰 北京市建筑工程研究院,北京 100039  
石永久 清华大学 土木工程安全与耐久教育部重点实验室,北京 100084  
王元清 清华大学 土木工程安全与耐久教育部重点实验室,北京 100084  
摘要点击次数: 2427
全文下载次数: 1260
中文摘要:
      运用通用有限元软件ANSYS建立三维有限元模型,对横索与竖索连接节点失效、索预应力损失和锚固端失效这三种损伤因素的不同损伤工况下,单层平面索网结构的受力性能进行了非线性有限元分析,并与相应的试验结果进行了全面对比分析。结果表明:本文的有限元模型能够准确地分析计算上述三种损伤因素对单层平面索网结构受力性能的影响,包括结构变形和索力分布,且能够准确考虑每一种损伤因素的损伤位置、损伤程度的影响,正确地反映结构损伤情况。这为进一步运用该模型对不同损伤特性、不同结构特征的单层平面索网结构进行全面的参数分析提供了正确的依据,从而建立可靠的结构安全性分析模型和方法。
英文摘要:
      Three-dimensional finite element models are developed by using the general-purpose finite element software ANSYS, to simulate and analyze the static behavior of single-layer plane cable net with different damages, including failure of connectors between horizontal cables and vertical cables, the cable prestress loss, failure of the cable anchor end, and the corresponding tests are carried out to validate the finite element model. The results indicate that this finite element model is able to accurately analyze the influence of the above-mentioned three damages on the static behavior of the single-layer plane cable net, including the structural deformation and the distribution of cable forces. And this finite element model can also accurately take into account the effect of the location and extent of each damage, correctly reflect the situation of the structural damages. Hence it can be applied for further finite element parametric analysis on the single-layer plane cable net with different damage characteristics and structural characteristics, based on which the reliable structural safety analysis model and method can be established.
查看全文  查看/发表评论  下载PDF阅读器
您是第13048550位访问者
版权所有:《计算力学学报》编辑部
本系统由 北京勤云科技发展有限公司设计