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Experimental verification of buckling-mode interaction in intermediate-length composite columns

机译:中长复合柱屈曲模式相互作用的实验验证

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摘要

Column buckling is a major design concern for pultruded composite columns. Interaction between the local (flange) and global (Euler) buckling modes occurs in intermediate length thin-walled columns with near coincident buckling loads. The interaction of more than one buckling mode induce an unstable tertiary post-buckling path, causing imperfection sensitivity and premature failure. In this work, the existence of buckling-mode interaction is experimentally verified for intermediate length pultruded wide-flange columns subjected to uniaxial compression. Characterization of the interaction mode is done using both conventional testing techniques and the shadow moire optical technique, allowing for non-contact, full field measurement of the buckling modes. (C) 2000 Elsevier Science Ltd. All rights reserved. [References: 26]
机译:柱屈曲是拉挤复合材料柱的主要设计考虑因素。局部(凸缘)和整体(欧拉)屈曲模式之间的相互作用发生在中等长度的薄壁柱中,屈曲载荷接近一致。多个屈曲模式的相互作用会引起不稳定的第三屈曲后路径,从而导致缺陷敏感性和过早失效。在这项工作中,屈曲模态相互作用的存在已通过实验验证了单轴压缩的中等长度拉挤宽法兰柱。交互模式的表征是使用常规测试技术和阴影波纹光学技术完成的,从而可以对屈曲模式进行非接触式全场测量。 (C)2000 Elsevier ScienceLtd。保留所有权利。 [参考:26]

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