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The effects of bend-twist coupling on the post-buckling characteristics of composite laminated plates using semi-energy finite strip approach

机译:半能量有限条法弯扭耦合对复合层合板屈曲后特性的影响

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In composite laminated plates various mechanical properties may be attained by changing the lay-up arrangement. The bent-twist coupling is one of the significant properties which dominate the mechanical performance of a laminated plate structure in large out-of-plane deformations. The effects of bend-twist coupling on the post-buckling behavior of composite laminated plates have been studied in this paper by implementing a finite strip approach based on the concept of a rigorous post-buckling solution for composite plates and plate structures, namely the semi-energy approach. All the plates are assumed to be symmetrically balanced laminates having uniform in-plane stiffness properties. As far as the out-of-plane stiffness properties are concerned, all the properties, except for the bend-twist coupling terms which are assumed to change from one laminate to another, are the same among different laminates. The orthotropic solutions have also been determined by precluding the bend-twist coupling terms. A comprehensive set of parametric studies have been carried out to investigate the effects of bend-twist coupling terms on the post-buckling load-displacement path, post-buckling deformations and stress distribution. The comparison between the results revealed markedly different behaviors among different laminates due to the bend-twist coupling effects. The outcome of the paper can help structural designers to have a better understanding of the effects of bend-twist coupling terms on the post-buckling behavior of laminated composite plates at the design stage.
机译:在复合层压板中,可以通过改变铺层布置来获得各种机械性能。弯扭耦合是在大的平面外变形中支配层压板结构的机械性能的重要特性之一。通过基于复合板和板结构的严格后屈曲解决方案概念的有限带方法,研究了弯扭耦合对复合层压板后屈曲行为的影响。 -能量方法。假定所有的板都是具有均匀的平面内刚度性能的对称平衡的层压板。就平面外刚度特性而言,在不同的叠层中,除了弯曲扭转耦合项(假定从一个叠层改变为另一个叠层)之外,所有特性均相同。正交各向异性解也已通过排除弯曲扭转耦合项来确定。已经进行了一套综合的参数研究,以研究弯扭耦合项对屈曲后载荷-位移路径,屈曲后变形和应力分布的影响。结果之间的比较表明,由于弯曲扭曲耦合效应,不同层压板之间的行为明显不同。本文的结果可以帮助结构设计人员在设计阶段更好地理解弯曲扭转耦合项对层压复合板的屈曲后行为的影响。

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