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首页> 外文期刊>Journal of the Mechanics and Physics of Solids >Defect Sensitivity of Truss Strength
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Defect Sensitivity of Truss Strength

机译:桁架强度的缺陷敏感性

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Periodic trusses with missing or defective struts may exhibit reduced strength relative to those of otherwise pristine trusses. The principal goal of the present study is to determine the extent to which individual strut defects and free surfaces, both separately and together, elevate strains in neighboring struts and, in turn, the effects of strain elevations on truss strength, especially in trusses made from elastic-brittle materials. The goals are pursued through finite element analyses of three stretch-dominated truss structures with low relative density under uniaxial compressive loading. In all cases considered, strain elevations due to bulk defects (distant from free surfaces) are comparable to or lower than those associated with the surfaces themselves. Although defects located at truss corners and truss edges cause the highest elevations in strut strains, their effects on truss strength are small (5-25%). Guidelines are presented for the minimal tensile fracture strain of the constituent material required to achieve the full strength potential of the truss, dictated by large-scale strut buckling. (C) 2018 Elsevier Ltd. All rights reserved.
机译:相对于其他原始桁架而言,缺少或有缺陷的桁架的周期性桁架可能会显示出较低的强度。本研究的主要目标是确定单个支撑杆缺陷和自由表面(分别和一起)在多大程度上提高相邻支撑杆的应变,进而确定应变升高对支撑杆强度的影响,特别是在由以下材料制成的支撑杆中弹性脆性材料。通过对三个在单轴压缩载荷下具有较低相对密度的受拉伸支配的桁架结构进行有限元分析来实现这些目标。在所有考虑的情况下,由于整体缺陷(远离自由表面)而引起的应变升高与与表面本身相关的应变升高相当或更低。尽管位于桁架拐角和桁架边缘的缺陷会导致桁架应变的最高升高,但它们对桁架强度的影响很小(5-25%)。为达到桁架的全部强度潜力所需的组成材料的最小拉伸断裂应变提供了指南,该指南由大型支柱屈曲确定。 (C)2018 Elsevier Ltd.保留所有权利。

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