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Dynamic instability of delaminated composite skew plates subjected to combined static and dynamic loads based on HSDT

机译:基于HSDT的静动力组合作用下分层复合斜板的动态失稳

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This study deals with the effects that various parameters have on the dynamic stability of delaminated composite skew structures under various periodic in-plane loads, based on the higher-order shear deformation theory (HSDT). The upper and lower boundaries of the instability regions are determined using the method suggested by Bolotin. The numerical results obtained for square and skew plates without delamination are in good agreement with those reported by other researchers. The behavior of laminated skew plate structures with various delamination sizes was also investigated to study the interactions between the skew angle and other various parameters such as, the delamination size and the fiber angle of each layer. The effect of the magnitude of static and dynamic in-plane loads on the dynamic instability region is also analyzed.
机译:这项研究基于高阶剪切变形理论(HSDT),研究了各种参数对分层复合斜交结构在各种周期性面内载荷下的动力稳定性的影响。使用Bolotin建议的方法确定不稳定性区域的上下边界。不分层的正方形和斜板获得的数值结果与其他研究人员报道的结果非常一致。还研究了具有各种分层尺寸的层压斜板结构的行为,以研究斜角与其他各种参数(例如分层的尺寸和每一层的纤维角)之间的相互作用。还分析了静态和动态平面载荷的大小对动态不稳定性区域的影响。

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