R5方法与全非弹性分析蠕变疲劳损伤评估的比较研究

A. Hurst, Louis C. W. Chang, N. Cho
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摘要

本研究旨在探讨R5体积2/3程序和详细的非弹性分析之间结构完整性评估结果的差异。以受蠕变疲劳载荷作用的膜式侧壁/顶板双金属短管为例。基于线弹性分析,发现最大等效应力在位于短管顶部的焊件处。R5 Volume 2/3程序通过应用焊接应变增强因子和应力集中因子来提高驻留应力和非弹性应变范围的起始值,评估预测在45年的使用寿命中,总蠕变疲劳损伤为54%。作为比较,对相同的双金属短管进行了详细的非弹性分析,使用增量,逐步分析。温度相关的材料特性用于模拟应力应变响应,用户子程序用于蠕变变形。详细的非弹性分析的评估结果证实了焊件受到与弹性分析结果相似的影响,但可比的总预测蠕变疲劳损伤小于35%。对两种评估结果的冷眼审查得出结论,重大偏差归因于用于评估焊缝的附加因素,包括焊件几何形状、缺陷影响和焊缝微裂纹,如R5卷2/3程序所述。
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Comparative Study on Creep-Fatigue Damage Assessment Between R5 Procedures and a Full Inelastic Analysis
This research aims to investigate the differences in structural integrity assessment results between R5 Volume 2/3 procedures and a detailed inelastic analysis. The membrane sidewall/roof bimetallic stub tube subjected to creep-fatigue loading is selected as an example. Based on a linear elastic analysis, the maximum equivalent stress is found to be at the weldment located at the top of the stub tube. The R5 Volume 2/3 procedures enhance the start of a dwell stress and inelastic strain ranges by applying a weld strain enhancement factor and a stress concentration factor, and the assessment predicts a total creep-fatigue damage of 54% for a 45 year life. As a comparison, a detailed inelastic analysis has been conducted for the same bi-metallic stub tube using an incremental, step-by-step analysis. Temperature dependent material properties are used to simulate stress-strain response and a user subroutine is employed for creep deformation. Assessment results for the detailed inelastic analysis confirm the weldment is similarly affected as indicated by the elastic analysis results but the comparable total predicted creep-fatigue damage is less than 35%. Cold eye review of both assessment results concluded that the significant deviation is attributed to the additional factors applied for the assessment of weldments, including weldment geometry, flaw effects and weld micro-cracking, as provided in the R5 Volume 2/3 procedures.
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