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Nonlinear dynamic responses of viscoelastic fiber-metal-laminated beams under the thermal shock

机译:粘弹性纤维金属叠合梁在热冲击下的非线性动力响应

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The present study is concerned with the nonlinear dynamic responses for the viscoelastic fiber-metal-laminated beams subjected to thermal shock. First, the one-dimensional heat conduction equation with variable coefficients in the direction of thickness is established, and this equation is solved by differential quadrature method (DQM) and the fourth-order Runge-Kutta method. An effective numerical approach is presented to solve this kind of problem. The fiber layer is considered to be the standard linear material. Based on von Karman geometric nonlinear theory and Timoshenko beam hypothesis, using Hamilton's principle, the governing equations of dynamic for the fiber-metal-laminated beam under thermal shock are derived. The dynamic equations in terms of the displacements are discretized in spatial domain by adopting DQM and discretized in time domain by Newmark method synthetically. Then the Newton iteration method is used to solve the nonlinear algebraic equations at every grid of the time domain. Eventually, the temperature field in the beam and the dynamic displacement fields, and the stress responses of the beam are obtained. In numerical examples, the influences of temperature, geometric nonlinearity, and material parameters on the dynamic responses of the beam are discussed.
机译:本研究涉及热冲击作用下的粘弹性纤维金属叠合梁的非线性动力响应。首先,建立了在厚度方向上具有可变系数的一维热传导方程,并用微分求积法(DQM)和四阶Runge-Kutta方法求解了该方程。提出了一种有效的数值方法来解决此类问题。纤维层被认为是标准的线性材料。基于冯·卡曼几何非线性理论和Timoshenko梁假设,利用汉密尔顿原理,推导了纤维-金属层合梁在热冲击下的动力学控制方程。通过采用DQM在空间域中离散化位移方程,并通过Newmark方法在时域中离散化动力学方程。然后采用牛顿迭代法求解时域每个网格上的非线性代数方程。最终,获得梁中的温度场和动态位移场以及梁的应力响应。在数值示例中,讨论了温度,几何非线性和材料参数对梁动力响应的影响。

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