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基于数值模拟技术的铸钢节点可靠度研究

Reliability Research About Cast Steel Joints Based on Numerical Simulation Technique

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【作者】 聂诗东; 戴国欣; 熊刚; 张伟富; 孙小华; 冯维琦;

【Author】 NIE Shi-dong1,2,DAI Guo-xin1,2,XIONG Gang1,2,ZHANG Wei-fu1,2, SUN Xiao-hua3,FENG Wei-qi3(1.School of Civil Engineering,Chongqing University,Chongqing 400045,China;2.Key Laboratory of New Technology for Construction of Cities in Mountain Area,Ministry of Education, Chongqing University,Chongqing 400030,China;3.Third Design and Research Institute,MI China, Chongqing 400039,China)

【机构】 重庆大学土木工程学院; 重庆大学山地城镇建设与新技术教育部重点实验室; 机械工业第三设计研究院;

【摘要】 对比了蒙特卡罗法和响应面法的各自特点,并针对重庆江北机场铸钢节点的可靠性分析问题,选取响应面法开展相关的研究。对重庆江北机场铸钢节点中的三肢边节点和三肢中节点选取一定的输入和输出变量,通过参数化建模,拟合出铸钢节点的响应面方程。在响应面上进行蒙特卡罗模拟,最后根据PDS后处理的输出结果对铸钢节点的可靠性进行分析和评估。

【Abstract】 The respective characteristics between Monte Carlo method and response surface method were compared,and in the process of reliability analysis of Chongqing Jiangbei Airport cast steel joints,response surface method was chosen to carry out relevant research.Selecting a certain input and output variables of three-branch-edge cast steel joints and three-branch-middle joints in Chongqing Jiangbei Airport,the response surface equation can be fitted by means of parametric modeling.Then the Monte Carlo simulation is processed in response surface,finally,the reliability of the cast steel joints was analyzed and evaluated based on the output of PDS post-processing.

  • 【文献出处】 武汉理工大学学报 ,Journal of Wuhan University of Technology , 编辑部邮箱 ,2012年08期
  • 【分类号】TU391
  • 【被引频次】2
  • 【下载频次】92
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