首页> 外文会议>2010 2nd International Conference on Mechanical and Electrical Technology >Reliability study of beam and plate structures based on stochastic finite element method
【24h】

Reliability study of beam and plate structures based on stochastic finite element method

机译:基于随机有限元法的梁板结构可靠性研究

获取原文

摘要

The reliability of structural systems is affected by many factors, therefore it is necessary to analyze the structural reliability. The spatial beam-plate structures were simulated by the space beam elements and stiffened plate elements. Using stochastic finite element method and advanced first-order second-moment method, the element reliability analysis was performed. The branch-and-bound algorithm was used to find the main failure modes, and the reliability index of structure system was calculated by the failure mode correlation and probabilistic network evaluation technique (PNET). The stochastic finite element program of a three-dimensional spatial thin-walled structure was developed which considers the effect of several random variables including member area, thickness, material's modulus of elasticity, loads and strength. Finally, an example was presented, explaining the application by this means.
机译:结构系统的可靠性受许多因素影响,因此有必要分析结构的可靠性。通过空间梁单元和加劲板单元模拟了空间梁板结构。采用随机有限元法和先进的一阶二阶矩法进行了单元可靠性分析。利用分支定界算法找到主要的失效模式,并通过失效模式相关性和概率网络评估技术(PNET)计算出结构系统的可靠性指标。开发了一种三维空间薄壁结构的随机有限元程序,该程序考虑了多个随机变量的影响,这些变量包括构件面积,厚度,材料的弹性模量,载荷和强度。最后,给出一个例子,用这种方法解释应用程序。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号