The Comparison of the Criteria for Ratcheting in ASME VIII-2 and Methods Given by C-TDF

Liping Wan, Wangping Dong
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Abstract

Ratcheting assessment by elastic-plastic stress analysis is presented in ASME VIII-2, paragraph 5.5.7. There are three criteria. The first one is strict in engineering design. It’s hard for most of structures to satisfy it. If the plastic strain in the structure is zero, it means that the material is not fully utilized and maybe the structure is unreasonable. Therefore, the second and third criteria are used much more. The first one and the third one can be observed directly and judged accurately by the finite element analysis results. The second one demands an elastic core in the primary-load-bearing boundary. It could be easily observed when the structure is axisymmetric, but hard to judge in the 3D structure. Okamoto in Committee on Three Dimensional Finite Element Stress Evaluation (C-TDF) has studied two thermal stress ratchet criteria: evaluating variations in the plastic strain increments and evaluating variations in the elastic core region, which can accurately assess ratcheting. Recent years, based on the criteria above, more researches have been performed by engineers not only from C-TDF but from all over the world. In this work, several two-dimensional structures and three-dimensional structures under particular load and displacement boundaries are performed by using finite element software ANSYS, aiming to compare the similarities and differences between the criteria in ASME VIII-2, 5.5.7.2 and those given by C-TDF. The assessment of these structures presented in this work will help engineers understand the realization of the criteria and methods in engineering design, especially how to utilize the results from ANSYS.
ASME VIII-2棘轮准则与C-TDF给出方法的比较
通过弹塑性应力分析评估棘轮的方法见ASME VIII-2第5.5.7段。有三个标准。第一个是严格的工程设计。大多数结构都很难满足它。如果结构中的塑性应变为零,则说明材料没有得到充分利用,可能是结构不合理。因此,第二和第三个标准使用得更多。通过有限元分析结果,可以直接观察到第一、第三种现象,并对其进行准确判断。第二种方法要求在主承边界处设置弹性核。当结构为轴对称结构时容易观察到,但在三维结构中很难判断。三维有限元应力评估委员会(C-TDF)的Okamoto研究了两个热应力棘轮准则:评估塑性应变增量的变化和评估弹性核心区的变化,可以准确地评估棘轮。近年来,在上述准则的基础上,不仅是C-TDF的工程师,而且来自世界各地的工程师都进行了更多的研究。本文利用有限元软件ANSYS对若干特定载荷和位移边界下的二维结构和三维结构进行分析,比较ASME VIII-2、5.5.7.2标准与C-TDF标准的异同。本文对这些结构的评估将有助于工程师了解工程设计中准则和方法的实现,特别是如何利用ANSYS的结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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