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Buckling and Postbuckling of Unitized, Stiffened Composite Panels

机译:整体式加劲复合板的屈曲和后屈曲

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摘要

This investigation continues the examination into buckling and postbuckling responses of unitized, stiffened textile fiber reinforced composite plates using the finite element method for comparison with experimental results. Experiments in axial compression of two types of two dimensional, tri-axially braided (2DTBC) textiles are discussed, and a method to recover partially faulty datasets is presented. Comparison of experiments to a developed computational model within the commercial code Abaqus is also discussed. The observed failure mode was successfully changed with the unitized stiffener concept from stiffener debonding to another mode, thereby increasing loading capability well into the postbuckling regime.
机译:这项研究将继续使用有限元方法对整体的,加硬的纺织纤维增强复合材料板的屈曲和后屈曲响应进行检查,以与实验结果进行比较。讨论了两种类型的二维三轴编织(2DTBC)纺织品的轴向压缩实验,并提出了一种恢复部分故障数据集的方法。还讨论了在商业代码Abaqus中将实验与已开发的计算模型进行比较的方法。观察到的破坏模式已成功地由统一的加劲肋概念改变,从加劲肋脱胶变为另一种模式,从而大大提高了后屈曲状态下的承载能力。

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