摘要通过弹性力学变分原理建立了大挠度非线性梁的控制微分方程组。

摘要通过弹性力学变分原理建立了大挠度非线性梁的控制微分方程组。的英文翻译

基本释义

• From the elasticity variational principle, the governing dynamic differential equations of the geometric non-linear beam with large deflection is deduced.