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物理非线性材料梁的弯曲变形解析解

Analytical Solution for Bending Deformation of Beams with Physically Nonlinear Materials

  • 摘要: 建立了物理非线性材料梁的弯曲变形微分方程,求得了物理非线性材料梁为静不定支撑时其弯曲变形的解析解。研究结果表明,物理非线性材料静不定梁弯曲变形时,由于应力与应变本构关系中应变的幂次方原因,有可能导致在同一梁段内存在多个不同的弯曲变形微分方程。有关文献研究物理非线性材料梁弯曲变形时没有考虑这个因素,因此得到了错误的结果。

     

    Abstract: he differential equation of bending deformation of physically nonlinear material beam is established,and the analytical solution of bending deformation of physically nonlinear material beam with statically indeterminate support is obtained. The results show that when the statically indeterminate beam of physical nonlinear material is bent,there may be many different bending deformation differential equations in the same beam section due to the power of strain in the stressstrain constitutive relation. However,this factor has not been taken into account in the study of bending deformation of beams made of physical nonlinear materials in the relevant literature,so the wrong results are obtained.

     

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