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ANALYTICAL SOLUTIONS FOR VIBRATION NEAR THE BUCKLED CONFIGURATION OF FGM BEAMS UNDER AN IN-PLANE THERMAL LOADING

机译:平面热载荷作用下FGM梁屈曲构型附近振动的解析解

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Analytical solution is obtained for the dynamic responses around the buckled configuration of FGM beams subjected to a uniform in-plane thermal loading. The equations governing the axial and transverse deformations of FGM beams are derived based on the classical beam theory and the physical neutral surface concept. The two equations are reduced to a single nonlinear fourth-order integraldifferential equation governing the transverse deformation.By assuming that the amplitude of beam's vibration is infinitesimal,and its response harmonic, the non-linear partial differential equations are reduced to two sets of coupled ordinary differential equations;one for postbuckling and the other for linear vibrations of the beam superimposed upon the buckled configuration. The nonlinear equation is directly solved and analytical solutions for static and dynamic responses are obtained.
机译:对于均匀平面内热载荷作用下的FGM梁的弯曲结构周围的动力响应,可以获得解析解。基于经典梁理论和物理中性面概念,推导了控制FGM梁轴向和横向变形的方程。将这两个方程简化为控制横向变形的单个非线性四阶积分微分方程。通过假设梁的振动幅度是无穷小,并且其响应谐波是有限的,非线性偏微分方程可简化为两组耦合的常微分方程。微分方程;一个用于后屈曲,另一个用于叠加在弯曲结构上的梁的线性振动。直接求解非线性方程,并获得静态和动态响应的解析解。

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