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首页> 外文期刊>International journal of design engineering >Stress and strain concentration factors for flat plate with opposite side U-shaped notches under tension
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Stress and strain concentration factors for flat plate with opposite side U-shaped notches under tension

机译:拉伸状态下带有相对侧U形槽口的平板的应力和应变集中系数

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Engineering components often exhibit unavoidable local stress concentrations due to steps, notches or other geometrical discontinuities. Such stress concentration sites under service loading may drastically reduce the operational lifetime of a structure. In order to preserve structural integrity, it is essential to understand the stress-strain responses on the failure critical areas (notches). In this paper, the elastic stresses and strains of finite thickness plate containing a U-shaped opposite side notches with varying notch configurations are systematically investigated. The plate is subjected to uniaxial tension. For the analysis of a plate, finite element analysis (FEA) is used. It is shown that even if the plate is in the elastic state, the stress and strain concentration factors are different. It is also shown that the effect of Poisson's ratio is significant on the strain concentration factor. The accuracy of finite element results is verified with analytical solutions available in the literature.
机译:由于台阶,刻痕或其他几何形状的不连续性,工程组件通常会不可避免地出现局部应力集中。在服务负载下的这种应力集中部位可能会大大降低结构的使用寿命。为了保持结构的完整性,必须了解失效关键区域(缺口)上的应力应变响应。本文系统地研究了有限厚度板的弹性应力和应变,该有限厚度板具有U形的相对侧边槽口,且槽口结构不同。板承受单轴张力。对于板的分析,使用了有限元分析(FEA)。结果表明,即使板处于弹性状态,应力和应变集中系数也不同。还表明泊松比对应变集中系数的影响很大。有限元结果的准确性已通过文献中提供的分析解决方案进行了验证。

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