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沈家荫, 张扬. 结构应力分析中的变弹模法[J]. 岩土工程学报, 1987, 9(5): 1-11.
引用本文: 沈家荫, 张扬. 结构应力分析中的变弹模法[J]. 岩土工程学报, 1987, 9(5): 1-11.
Shen Jiayin, Zhang Yang. Variable Elastic Modulus Method Used in Structural Stress Analysis[J]. Chinese Journal of Geotechnical Engineering, 1987, 9(5): 1-11.
Citation: Shen Jiayin, Zhang Yang. Variable Elastic Modulus Method Used in Structural Stress Analysis[J]. Chinese Journal of Geotechnical Engineering, 1987, 9(5): 1-11.

结构应力分析中的变弹模法

Variable Elastic Modulus Method Used in Structural Stress Analysis

  • 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.

     

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