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首页> 外文期刊>International journal of modeling, simulation and scientific computing >ANALYTICAL AND FINITE ELEMENT MODELING AND SIMULATION OF BUCKLING AND POSTBUCKLING OF DELAMINATED ORTHOTROPIC PLATES
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ANALYTICAL AND FINITE ELEMENT MODELING AND SIMULATION OF BUCKLING AND POSTBUCKLING OF DELAMINATED ORTHOTROPIC PLATES

机译:正交异性平板的屈曲和后屈曲的分析和有限元建模与模拟

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摘要

Delamination is one of the most common failure modes of laminated composite materials, and can be caused by manufacturing defects or impact loading. Under compression, a delaminated composite plate may buckle and tend to enlarge the delaminated area, which can lead to loss of global structural stability. This paper presents the elastic buckling and postbuckling analysis of an axially loaded beam-plate with an across-the-width delamination, located at a given depth below the upper surface of the plate. The analysis is done by considering a layered orthotropic plate containing through-width delamination, subjected to in-plane compression. The problem is analyzed by two approaches: (i) A simple analytical model for determining strain energy release rate is obtained using integral transform approach; (ii) A finite element representation of the problem is modeled and analyzed using MSC/NASTRAN and the buckling load is calculated.
机译:分层是层压复合材料最常见的失效模式之一,并且可能由制造缺陷或冲击载荷引起。在压缩下,分层的复合材料板可能会弯曲并倾向于扩大分层的面积,这可能导致整体结构稳定性的损失。本文介绍了一个轴向加载的梁板的弹性屈曲和后屈曲分析,该梁具有宽的分层,位于板的上表面下方的给定深度处。该分析是通过考虑经过平面压缩的包含贯穿宽度分层的多层正交各向异性板来完成的。通过两种方法分析该问题:(i)使用积分变换方法获得确定应变能释放速率的简单分析模型; (ii)使用MSC / NASTRAN对问题的有限元表示进行建模和分析,并计算屈曲载荷。

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