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An investigation on the post-buckling behavior of symmetric cross-ply laminated plates using a semi-energy finite strip approach

机译:半能量有限条法研究对称交叉层压板的屈曲后行为

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摘要

A geometrically non-linear finite strip for the post-buckling analysis of geometrically perfect thin symmetric cross-ply laminated plates under uniform end shortening is presented in this paper. The formulation of the aforementioned finite strip is based on the concept of the semi-energy approach. In this method, the out-of-plane displacement of the finite strip is the only displacement which is postulated by a deflected form. The postulated deflected form is substituted into von Karman's compatibility equation which is solved exactly to obtain the corresponding forms of the mid-plane stresses and displacements. The solution of von Karman's compatibility equation and the postulated out-of-plane deflected form are then used to evaluate the potential energy of the related finite strip. Finally, by invoking the Principle of Minimum Potential Energy, the equilibrium equations of the finite strip are derived. The developed finite strip is then applied to analyze the post-local-buckling behavior of thin flat laminates. The results are discussed in detail and compared with those obtained from finite element method (FEM) of analysis. It should be mentioned that the FEM analysis was carried out employing the general purpose ANSYS package. The study of the results has provided confidence in the validity and capability of the developed finite strip in handling the post-buckling problem of symmetric cross-ply laminated plates.
机译:本文提出了一种几何非线性有限条,用于在均匀末端缩短的情况下对几何完美的薄对称交叉层压板进行后屈曲分析。前述有限带的公式化基于半能量方法的概念。在这种方法中,有限条带的平面外位移是唯一以偏斜形式假定的位移。假定的挠曲形式被代入冯·卡曼相容方程,该方程可精确求解,以获得相应的中平面应力和位移形式。然后使用冯卡曼相容方程的解和假定的平面外偏转形式来评估相关有限带的势能。最后,通过调用最小势能原理,推导了有限条带的平衡方程。然后将开发的有限条带应用于分析薄的平面层压板的局部屈曲后行为。对结果进行了详细讨论,并与通过有限元分析(FEM)获得的结果进行了比较。应该提到的是,有限元分析是使用通用ANSYS软件包进行的。结果的研究为开发有限条带在处理对称交叉层压板的后屈曲问题方面的有效性和能力提供了信心。

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