首页> 外文会议>ASME International Mechanical Engineering Congress and Exposition >BUCKLING STABILITY OF ADHESIVELY BONDED COMPOSITE CONICAL SHELLS UNDER BOTH AXIAL COMPRESSIVE AND EXTERNAL PRESSURE LOADS
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BUCKLING STABILITY OF ADHESIVELY BONDED COMPOSITE CONICAL SHELLS UNDER BOTH AXIAL COMPRESSIVE AND EXTERNAL PRESSURE LOADS

机译:轴向压缩和外压负荷下粘接复合锥形壳的屈曲稳定性

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摘要

A mathematical model is developed for buckling stability of an adhesively bonded composite conical shell system consisting of carbon fiber in a polyimide (PI) matrix. The conical shell is modeled by two orthotropic layers bonded together with a PI adhesive. In-plane compressive and external surface pressure loads are applied. The adhesive layer is modeled by mechanical linear normal and shear springs. The Galerkin method is applied to analyze the buckling stability of the structure as an eigenvalue problem to give critical buckling loads and corresponding mode shapes. Parametric studies are performed to show effects of system parameters on buckling stability of the system.
机译:开发了一种数学模型,用于屈服于由聚酰亚胺(PI)基质中的碳纤维组成的粘接复合锥形壳体系统的屈曲稳定性。锥形壳由与PI粘合剂粘合在一起的两个正交层。施加平面内压缩和外表面压力负载。粘合剂层通过机械线性正常和剪切弹簧进行建模。应用Galerkin方法来分析结构的屈曲稳定性作为特征值问题,以提供关键屈曲负载和相应的模式形状。进行参数研究以显示系统参数对系统屈曲稳定性的影响。

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