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Developments in Local Approach methodology with application to the analysis/re-analysis of the NESC-1 PTS benchmark experiment

机译:本地方法学的发展及其在NESC-1 PTS基准实验的分析/再分析中的应用

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Local Approach methods have received considerable attention in recent years as a complementary approach to structural integrity assessment. These approaches are based on the application of micro-mechanistic models of failure in which the stress, strain and 'damage' local to the crack-tip are related to the critical conditions required to initiate/propagate fracture. The models are calibrated in terms of material parameters that are deemed fully transferable and derived using a combination of reference test data and supporting stress analysis. Once calibrated, using small-scale test date, the models are assumed independent on geometry and loading configuration. For a given failure mechanism, the model parameters may be used in the assessment of a structure fabricated from the same material (for appropriate temperatures, loading rates, etc).The paper describes the work initially undertaken in relation the NESC-1 (Network for Evaluating Steel components) spinning cylinder test, in order to validate the application of Local Approach methods for the case of PTS loading. The predicted amount of pre-cleavage ductile tearing and the timing of the subsequent cleavage event are compared with the observed fracture behaviour of the defect.The paper then highlights several areas in which Local Approach methodology has been developed since the initial work on PTS. These include.· Calibration of the cleavage model across a range of temperatures and constraint states.· Treatment of 3D defects.· Reference to hydrostatic stress in cleavage fracture predictions.· Simplification and standardisation of techniques for more routine use in integrity assessments.The paper concludes that results from large-scale structural experiments, such as the NESC-1 spinning cylinder test, will be of lasting value in validating developments in Local Approach methodology and other advanced methods of fracture assessment. This is particularly true in the author's current work that seeks to achieve an overall simplification in methodology, without sacrificing predictive accuracy.
机译:近年来,作为一种结构完整性评估的补充方法,局部方法已受到相当多的关注。这些方法基于故障的微观力学模型的应用,其中裂纹尖端局部的应力,应变和“损伤”与引发/传播断裂所需的临界条件有关。这些模型是根据材料参数进行校准的,这些材料参数被认为是完全可转移的,并结合了参考测试数据和支持性应力分析得出。一旦使用小规模测试日期进行了校准,就假定模型独立于几何形状和载荷配置。对于给定的失效机制,模型参数可用于评估由相同材料制成的结构(适用于适当的温度,加载速率等)。本文介绍了最初与NESC-1(网络)相关的工作。评估钢构件)旋转圆筒测试,以验证本地方法在PTS加载情况下的应用。将预测的劈裂前韧性断裂的量和随后的劈裂事件的时间与观察到的缺陷的断裂行为进行比较。然后,本文重点介绍了自PTS最初工作以来已开发出局部方法的几个领域。其中包括:·在一定温度和约束状态范围内对劈裂模型进行校准。·3D缺陷的处理。·在劈裂裂缝预测中参考流体静应力。·简化和标准化技术,以便在完整性评估中更常规地使用。得出的结论是,大规模结构试验(例如NESC-1纺丝筒试验)的结果将对验证局部进近方法和其他先进的裂缝评估方法的开发具有持久的价值。这在作者当前的工作中尤其如此,该工作力求在不牺牲预测准确性的情况下实现方法的整体简化。

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