Analysis of Intact/Delaminated Composite and Sandwich Beams Using a Higher-Order Modeling Technique

Yuan Feng, Abdul H. Sheikh, Guanzhen Li
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Abstract

A simple higher-order model (HOM) is presented in this study for the bending analysis of an intact or delaminated composite and sandwich beam. This model adopts the concept of sub-laminates to simulate multilayered structures, and each sub-laminate takes cubic variation for axial displacement and linear variation for transverse displacement through the thickness. A sub-laminate possesses displacement components at its surfaces (bottom and top) that provide a straightforward way to improve the accuracy of prediction by stacking several sub-laminates. Thus, analysts will have the flexibility to balance the computational cost and the accuracy by selecting an appropriate sub-lamination scheme. The proposed model was implemented by developing a C0 beam element that has only displacement unknowns. The model was used to solve numerical examples of composite and sandwich beams to demonstrate its performance.
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使用高阶建模技术分析完整/分层复合梁和夹层梁
本研究提出了一种简单的高阶模型(HOM),用于完整或分层复合材料和夹层梁的弯曲分析。该模型采用子层板的概念来模拟多层结构,每个子层板的轴向位移为立方变化,横向位移为线性变化。子层板在其表面(底部和顶部)具有位移分量,可通过堆叠多个子层板直接提高预测精度。因此,分析人员可以灵活地选择适当的子层压方案,在计算成本和精度之间取得平衡。通过开发仅有位移未知量的 C0 梁元素,实现了所建议的模型。该模型用于求解复合材料梁和夹层梁的数值示例,以证明其性能。
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