带弹簧支撑超静定结构位移的简化计算方法

Simplified method for calculating the deformation of indeterminate structures with spring supports

  • 摘要: 针对带有弹性支撑的超静定结构的位移计算问题, 对利用虚功原理得到的位移计算一般公式进行了进一步推导, 提出了该类结构位移的简化计算方法. 文中计算公式表达形式简洁, 且与一般刚性支撑超静定结构的位移计算方法一致. 通过与有限元分析结果的对比,证明了该公式的正确性.

     

    Abstract: In this paper, a simplified method was deduced for calculating the deformation of indeterminate structures with spring supports, according to the regular formula based on the principle of virtual work. The proposed formula, which is briefer, has the same form as the regular deformation formula for structures with rigid supports. Finally, an example was solved by the given formula and its correctness was proved by results of the finite element method.

     

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