节点文献

结构应力分析中的变弹模法

Variable Elastic Modulus Method Used in Structural Stress Analysis

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 沈家荫张扬

【Author】 Shen Jiayin and Zhang Yang(Hehai University, Nanjing)

【机构】 河海大学水工研究所河海大学水工研究所 南京南京

【摘要】 本文提出的具有普遍意义的变弹模法,可以将复杂结构化为一些简单的结构来计算,还可与边界元法、有限元法等数值计算方法结合,有效地解决工程实际问题。并用变弹模法探讨梭米格里阿纳(Somigliana)公式用于无界域的情形,得出了任意无限大物体不受力时无刚体位移的重要结论。

【Abstract】 The variable elastic modulus method is presented in this paper, with which the complex structure can be simplified for the purpose of calculation. Combined with some numerical methods, such as boundary element method and finite element method, the variable elastic modulus method can be used to solve practical engineering problems. Examples are given, the application of Somigliana Formula to boundless domains is discussed, and the important conclusion has been reached that if no force is exerted on any infinitely large object, then no rigid displacement will occur.

  • 【文献出处】 岩土工程学报 ,Chinese Jounal of Geotechnical Engineering , 编辑部邮箱 ,1987年05期
  • 【下载频次】42
节点文献中: 

本文链接的文献网络图示:

本文的引文网络