3D复合材料中脱层的屈曲和后屈曲分析

ANALYSIS ON BUCKLING AND POSTBUCKLING OF DELAMINATION IN 3D COMPOSITES

利用ｖｏｎＫａｒｍａｎ非线性薄板理论，借助Ｔａｙｌｏｒ级数展开方法，求解了３Ｄ复合材料中圆形薄膜脱层的屈曲和后屈曲问题．其中着重分析了横向纤维搭桥约束作用对脱层屈曲性能的影响．大量的计算和分析发现，与无搭桥脱层的特征不同，纤维搭桥不仅起到了抑制脱层演化发展的作用，而且也会导致脱层屈曲模态的突变，从而大大改善了结构性能，提高了结构的剩余强度和使用寿命．

The problem of axisymmetric buckling and postbuckling of a circular thinfilm delamination bridged by throughthickness fiber tows in 3D composites is presented. An iterative procedure based on Taylor’s series expansion is used to generate a family of nondimensionalized postbuckling solutions of the above problem by von Karman’s nonlinear plate theory. Attention is focused, herein, on effects of the bridge force of throughthickness fibers on buckling and postbuckling behavior of the delamination. It is found that fiber bridge not only increases the ability of resisting delamination buckling and postbuckling, but also brings on the jump of the delamination deflection mode during the postbuckling phase. Consequently the behavior of the composite structure with delamination is greatly improved, such as increasing the residual strength and prolonging the service life.