首页> 外文期刊>Journal of thermal stresses >POSTBUCKLING ANALYSIS OF SLENDER ELASTIC RODS SUBJECTED TO UNIFORM THERMAL LOADS
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POSTBUCKLING ANALYSIS OF SLENDER ELASTIC RODS SUBJECTED TO UNIFORM THERMAL LOADS

机译:均热载荷作用下的细长弹性杆的后屈曲分析

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摘要

Formulation and analytical solution for the, poslbuckling behavior of slender rods subjected to uniform temperature variations and constrained by double-hinged non-movable boundary condition are presented. The material is assumed linear elastic and its thermal strain―temperature relationship is nonlinear. Large displacements are considered, hence the formulation is geometrically nonlinear. The governing equations are derived from geometrical compatibility, equilibrium of forces and moments, constitutive equations, and strain―displacement relation, yielding a set of six first-order nonlinear ordinary differential equations with boundary conditions specified at both ends, which constitute a complex boundary value problem. A closed-form analytical solution found via complete elliptic integral is derived from the governing equations defining, the shape of the postbuckled rod (elastica). The results are presented in nondimensional graphs for a range of temperature gradients and different values of slenderness ratios.
机译:提出了细长杆在均匀温度变化下受双铰链不可移动边界条件约束的屈曲行为的公式和解析解。假定该材料为线性弹性,并且其热应变-温度关系为非线性。考虑到大位移,因此该公式在几何上是非线性的。这些控制方程是从几何相容性,力和力矩的平衡,本构方程以及应变-位移关系得出的,从而产生了一组六个带有两端边界条件的一阶非线性常微分方程,它们构成了一个复杂的边界值问题。通过限定后屈曲杆的形状的控制方程式,可以得出通过完整的椭圆积分找到的闭合形式的解析解。结果在一系列温度梯度和细长比的不同值的无量纲图中显示。

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