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STUDY ON MECHANISM OF STRESS-STRAIN REDISTRIBUTION BY ELASTIC-PLASTIC-CREEP DEFORMATION

机译:弹塑性蠕变变形的应力-应变再分配机理研究

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Design of structures subjected to elevated temperature is substantial, especially at structural discontinuities where strain concentration induced by stress-strain redistribution causes a reduction of creep fatigue strength. In the design of those structures, it is needed to consider elastic-plastic-creep deformation. Methods to estimate elastic-plastic-creep deformation are categorized into inelastic FEM analyses and simple methods based on elastic FEM analyses. The latter methods provide the advantages of shorter calculation time and uniqueness of results. Stress Redistribution Locus (SRL) was proposed as one of the simplified methods. Previous analyses indicate that SRL depends on neither constitutive equations nor magnitude of loads. By clarifying the mechanism of stress-strain redistribution, and determining a condition where the SRL coincide, this method can be utilized as a rational analysis for inelastic structural design. The objective of this study is to clarify the mechanism which determines SRL in elastic-plastic-creep deformation. Firstly, elastic-plastic analyses were achieved in a pipe model. Considering an analogy based on the theoretical solution of a two bars model, the pipe model with fixed elastic core ratio was analyzed. In consequence, it was clarified that stress-strain redistribution by elastic-plastic deformation depends on the area of the elastic cores. Secondly, elastic-creep analyses and elastic-plastic-creep analyses were performed in the same model, and it was revealed that the elastic core is the main factor on stress-strain redistribution induced by elastic-plastic-creep deformation.
机译:经受高温的结构的设计非常重要,尤其是在结构不连续的情况下,应力不均匀分布引起的应力集中导致蠕变疲劳强度降低。在这些结构的设计中,需要考虑弹塑性蠕变变形。估计弹塑性蠕变变形的方法分为非弹性有限元分析和基于弹性有限元分析的简单方法。后一种方法具有缩短计算时间和结果唯一性的优点。应力重分布轨迹(SRL)被提出作为简化方法之一。先前的分析表明,SRL既不依赖于本构方程也不依赖于载荷的大小。通过阐明应力应变重新分布的机制,并确定SRL重合的条件,该方法可以用作非弹性结构设计的合理分析。这项研究的目的是阐明决定弹塑性蠕变变形中SRL的机制。首先,在管道模型中实现了弹塑性分析。考虑到基于两个钢筋模型的理论解的类比,分析了具有固定弹性芯比的管道模型。结果,澄清了由弹塑性变形引起的应力-应变再分布取决于弹性芯的面积。其次,在同一模型中进行了弹性蠕变分析和弹塑性蠕变分析,结果表明,弹性芯是影响弹塑性蠕变变形引起应力应变重新分布的主要因素。

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