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首页> 外文期刊>Journal of Adhesion Science and Technology: The International Journal of Theoredtical and Basic Aspects of Adhesion Science and Its Applications in All Areas of Technology >Influence of adhesive interface properties on the post-buckling response of composite I-stiffened panels with lateral support under axial compression
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Influence of adhesive interface properties on the post-buckling response of composite I-stiffened panels with lateral support under axial compression

机译:粘合剂界面性能对轴压下横向支撑件具有横向支撑件复合I型加强板的屈曲响应的影响

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摘要

The post-buckling carrying capacity is a major concern in the engineering design of composite stiffened panels, and is obviously influenced by the properties of the skin-stiffener adhesive interface. This work investigated the influence of adhesive interface properties on the post-buckling response of composite I-stiffened panels with lateral rib support under axial compression. After the compression tests, the buckling instability, post-buckling carrying capacity and failure mode of the specimens were obtained. The post-buckling process and failure mechanism of the stiffened panels were then analyzed in detail through finite-element (FE) method. With the validated FE model, the post-buckling response of composite stiffened panels with different interface adhesive materials combined with different bonding methods were simulated and compared. A further parametric analysis was implemented in analyzing the influence of skin-stiffener interface strength and critical strain energy release rate on the post-buckling responses of composite stiffened panels. The results indicate that the property of interface strength affects the post-buckling carrying capacity within a certain limit, and the critical interface strength is achieved. The properties of both interface strength and interface critical strain energy release rate have effects on the structural failure process and failure mode.
机译:在复合材料加筋板的工程设计中,屈曲后承载力是一个主要问题,并且明显受到蒙皮-加劲肋-粘结界面特性的影响。本文研究了胶粘剂界面特性对具有侧肋支撑的复合材料工字形加筋板在轴向压缩下屈曲后响应的影响。通过压缩试验,得到了试件的屈曲失稳、屈曲后承载力和破坏模式。采用有限元方法对加筋板的后屈曲过程和失效机理进行了详细分析。利用验证后的有限元模型,对不同界面粘结材料结合不同粘结方式的复合材料加筋板的后屈曲响应进行了模拟和比较。在分析蒙皮-加劲肋界面强度和临界应变能释放率对复合材料加筋板屈曲后响应的影响时,进行了进一步的参数分析。结果表明,界面强度特性在一定范围内影响屈曲后承载力,达到临界界面强度。界面强度和界面临界应变能释放率的性质对结构的破坏过程和破坏模式都有影响。

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