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A study of composite beam with shape memory alloy arbitrarily embedded under thermal and mechanical loadings

机译:热力和机械力作用下任意嵌有形状记忆合金的复合梁的研究

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The constitutive relations and kinematic assumptions on the composite beam with shape memory alloy (SMA) arbitrarily embedded are discussed and the results related to the different kinematic assumptions are compared. As the approach of mechanics of materials is to study the composite beam with the SMA layer embedded, the kinematic assumption is vital. In this paper, we systematically study the kinematic assumptions influence on the composite beam deflection and vibration characteristics. Based on the different kinematic assumptions, the equations of equilibrium/motion are different. Here three widely used kinematic assumptions are presented and the equations of equilibrium/motion are derived accordingly. As the three kinematic assumptions change from the simple to the complex one, the governing equations evolve from the linear to the nonlinear ones. For the nonlinear equations of equilibrium, the numerical solution is obtained by using Galerkin discretization method and Newton-Rhapson iteration method. The analysis on the numerical difficulty of using Galerkin method on the post-buckling analysis is presented. For the post-buckling analysis, finite element method is applied to avoid the difficulty due to the singularity occurred in Galerkin method. The natural frequencies of the composite beam with the nonlinear governing equation, which are obtained by directly linearizing the equations and locally linearizing the equations around each equilibrium, are compared. The influences of the SMA layer thickness and the shift from neutral axis on the deflection, buckling and post-buckling are also investigated.rnThis paper presents a very general way to treat thermo-mechanical properties of the composite beam with SMA arbitrarily embedded. The governing equations for each kinematic assumption consist of a third order and a fourth order differential equation with a total of seven boundary conditions. Some previous studies on the SMA layer either ignore the thermal constraint effect or implicitly assume that the SMA is symmetrically embedded. The composite beam with the SMA layer asymmetrically embedded is studied here, in which symmetric embedding is a special case. Based on the different kinematic assumptions, the results are different depending on the deflection magnitude because of the nonlinear hardening effect due to the (large) deflection. And this difference is systematically compared for both the deflection and the natural frequencies. For simple kinematic assumption, the governing equations are linear and analytical solution is available. But as the deflection increases to the large magnitude, the simple kinematic assumption does not really reflect the structural deflection and the complex one must be used. During the systematic comparison of computational results due to the different kinematic assumptions, the application range of the simple kinematic assumption is also evaluated. Besides the equilibrium study of the composite laminate with SMA embedded, the buckling, post-buckling, free and forced vibrations of the composite beam with the different configurations are also studied and compared.
机译:讨论了任意嵌入形状记忆合金(SMA)的复合梁的本构关系和运动学假设,并比较了与不同运动学假设有关的结果。由于材料力学的方法是研究嵌入SMA层的复合梁,因此运动学假设至关重要。在本文中,我们系统地研究了运动学假设对复合梁挠度和振动特性的影响。基于不同的运动学假设,平衡/运动方程是不同的。这里提出了三个广泛使用的运动学假设,并据此推导了平衡/运动方程。当三个运动学假设从简单假设变为复杂假设时,控制方程从线性假设变为非线性假设。对于非线性平衡方程,使用Galerkin离散化方法和Newton-Rhapson迭代方法获得了数值解。提出了用Galerkin方法进行屈曲后分析的数值难度分析。对于屈曲后分析,应用有限元方法来避免因Galerkin方法中的奇异性而造成的困难。比较了具有非线性控制方程的组合梁的固有频率,该非线性方程是通过直接线性化方程并在每个平衡附近局部线性化方程而获得的。还研究了SMA层厚度和中性轴偏移对挠曲,屈曲和后屈曲的影响。本文提出了一种非常普通的方法来处理任意嵌入SMA的复合梁的热机械性能。每个运动学假设的控制方程由三阶和四阶微分方程组成,总共具有七个边界条件。先前关于SMA层的一些研究要么忽略了热约束效应,要么隐含地假设SMA是对称嵌入的。本文研究了非对称嵌入SMA层的复合梁,其中对称嵌入是一种特例。根据不同的运动学假设,由于(大)挠曲引起的非线性硬化效应,结果随挠曲大小的不同而不同。系统地比较了挠度和固有频率的这种差异。对于简单的运动学假设,控制方程是线性的,并且可以使用解析解。但是,随着挠度增加到很大的程度,简单的运动学假设并不能真正反映出结构挠度,必须使用复杂的假设。由于运动学假设的不同,在对计算结果进行系统比较时,还将评估简单运动学假设的应用范围。除了对SMA嵌入的复合材料层合板进行平衡研究以外,还研究并比较了不同结构的复合材料梁的屈曲,后屈曲,自由振动和强迫振动。

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