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Geometric factors affecting I-section struts experiencing local and strong-axis global buckling mode interaction

机译:影响I截面支柱的几何因素经历局部和强轴全局屈曲模式相互作用

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摘要

A recent analytical model describing the post-buckling behaviour of an I-section strut experiencing strong axis global–local buckling interaction is extended to investigate the effects of modifying the strut geometry. Using a combination of analytical and finite element (FE) methods, the global and local slendernesses are varied parametrically, in turn, to determine the geometries leading to regions of interactive behaviour. The effect of stress relieved initial global imperfections are also investigated. It is observed that the strut can exhibit one of five distinct post-buckling behaviours, the geometries for which are identified. The strut can exhibit global buckling only, local buckling only, global–local buckling interaction with either the global or local mode being triggered first or the most severe case where both global and local buckling modes are triggered simultaneously. The strut is found to be highly sensitive to initial imperfections in the interactive region; the implications for imperfection sensitivity on the design and the practical use of such components are discussed.
机译:最近的一种分析模型描述了经受强轴全局-局部屈曲相互作用的I型截面支柱的屈曲后行为,从而扩展了模型的研究范围。使用分析和有限元(FE)方法的组合,整体和局部细长度会在参数上变化,从而确定导致交互行为区域的几何形状。还研究了缓解压力的初始整体缺陷的效果。可以观察到,支柱可以表现出五种不同的屈曲后行为之一,并且可以确定其几何形状。支杆仅可显示整体屈曲,仅局部屈曲,全局-局部屈曲交互,其中首先触发全局或局部模式,或者同时触发全局和局部屈曲模式的最严重情况。发现该支柱对交互式区域中的初始缺陷高度敏感。讨论了不完善敏感性对此类组件的设计和实际使用的影响。

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    Liu, EL; Wadee, MA;

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  • 年度 2016
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