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Experimental and numerical studies on the stability behavior of composite panels stiffened by tilting hat-stringers

机译:倾斜帽梁加固的复合板稳定性的试验和数值研究

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摘要

Due to the existence of sweepback angle of aircraft, the stringers of the stiffened panels in some parts may be declined instead parallel to the boundary. The paper deals with stability experiment investigation on the stiffened composite panels with tilting stringers. Two panels stiffened by six tilting stringers were manufactured and tested. Attempts were made to obtain the buckling load, ultimate load carrying capability and failure state of the panels. Finite element analysis was performed to investigate the tests and FE models were calculated by ABAQUS. The numerical results were assessed by comparing with the test data and good agreement was observed for both buckling and ultimate collapse load as well as the failure modes of the structure. Further investigation was performed to explore the influence of tilting angles on stability behavior of the panels which revealed that the buckling load exhibited a continuous decrease with the increasing tilting angles while the ultimate load showed an initial rise from 0º to 1º and then decreased.
机译:由于飞机后掠角的存在,某些部分的加强板的纵梁可能会下降,而不是平行于边界。本文针对带有倾斜纵梁的加劲复合板的稳定性实验研究。制造并测试了由六个倾斜纵梁加固的两个面板。试图获得屈曲载荷,极限载荷承载能力和面板的失效状态。进行了有限元分析以调查测试,并通过ABAQUS计算有限元模型。通过与测试数据进行比较来评估数值结果,并观察到屈曲和极限坍塌荷载以及结构的破坏模式均具有良好的一致性。进行了进一步的研究以探究倾角对面板稳定性行为的影响,结果表明屈曲载荷随着倾角的增加而呈现出连续减小的趋势,而最终载荷则呈现出从0º到1º的初始升高,然后逐渐减小的趋势。

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