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Snapthrough response of an innovative symmetric bistable composite wing
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作者 Sara Hijazi Samir Emam 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2024年第9期68-82,共15页
This study presents a numerical investigation into the equilibrium shapes and snapthrough response of an innovative bistable symmetric composite wing.The proposed design is a compound plate that consists of a symmetri... This study presents a numerical investigation into the equilibrium shapes and snapthrough response of an innovative bistable symmetric composite wing.The proposed design is a compound plate that consists of a symmetric flat platform followed by a winglet that utilizes the modified hybrid bistable symmetric laminate recently developed in the reference.The hybrid layup of the winglet resolves the issue of losing the bistability of the unsymmetric laminate when attached to another structure.An approximate analytical model based on the Rayleigh-Ritz method is developed for the compound plate that considers the geometric nonlinearity,the clamping conditions at the wing root,and the compatibility conditions at the interface.The static equilibrium positions predicted by the model were verified against the ABAQUS finite element(FE)results and an excellent agreement was obtained.The influence of the geometrical and material parameters of the proposed design on the static equilibrium shapes and the snapthrough response was examined.The following parameters were considered:the length ratio of the flat plate to the bistable winglet,the thickness and location of the bidirectional glass epoxy layers,the load location,and the wing’s taperness and aspect ratio.All parameters were found significant,and their effects were discussed.The novelty of this work is that it presents the equilibrium shapes and the snapthrough response of a bistable laminate as a part of a bigger compliant structure,which mimics the scenario in real-life applications. 展开更多
关键词 Compound laminate Bistable wing Hybrid symmetric laminates snapthrough
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斜梁加腋山形门式单层刚架的平面整体屈曲 被引量:3
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作者 陈骥 《钢结构》 2003年第3期20-22,共3页
在竖向荷载作用下 ,山形门式单层多跨刚架平面内可能产生两种整体分岔屈曲模式 ,一种是侧移屈曲 ,另一种是跃越屈曲。介绍了影响刚架屈曲的拱效应和为避免发生整体屈曲的准则。
关键词 侧移屈曲 跃越屈曲 拱效应 山形门式单层刚架 竖向荷载
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