与Euler-Bernoulli梁公式不同，Timoshenko梁公式考虑横向剪切变形。因此，它能够模拟薄梁或厚梁。在本规范中，我们对Timoshenko梁进行静态弯曲、自由振动和屈曲分析。
Unlike the Euler-Bernoulli beam formulation, the Timoshenko beam formulation accounts for transverse shear deformation. It is therefore capable of modeling thin or thick beams.In this code we perform the analysis of Timoshenko beams in static bending, free vibrations and buckling.
资源文件列表
Timoshenko beams/displacements_of_Timoshenko_beams.m , 1585
Timoshenko beams/formStiffnessMassTimoshenkoBeam.m , 1987
Timoshenko beams/FreeVibrationsOfTimoshenkobeams.m , 1761