Review of Tensile Strain Capacity Prediction Models for Strain-Based Design of Pipelines

D. Park, J. Gianetto
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引用次数: 1

Abstract

In this paper, three tenile strain capacity (TSC) prediction models developed for strain-based design (SBD) of girth-welded pipelines were reviewed, together with a brief introduction of technical backgrounds of their development. Most TSC models rely on small-scale mechanical and fracture toughness measurements to estimate the TSC of pipelines. Hence, we surveyed published experimental and computational data to examine the transferability of small-scale fracture toughness measurements to large-scale pipe fractures. Lastly, some gaps and issues that were found from the review are proposed for improvement of TSC models for SBD. The critical issues found with current TSC models and SBD are (a) differences in strain measurement for full-scale pipe tests/simulations, (b) multiple crack tip opening displacement (CTOD) definitions, (c) no application of J-integral as a toughness parameter, (d) no consensus on failure criteria, and (e) inconsideration of thermal and natural strain aging effects.
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基于应变设计的管道拉伸应变能力预测模型综述
本文综述了三种基于应变设计的环焊管道拉伸应变能力(TSC)预测模型,并简要介绍了其发展的技术背景。大多数TSC模型依赖于小尺度力学和断裂韧性测量来估计管道的TSC。因此,我们调查了已发表的实验和计算数据,以检验小规模断裂韧性测量对大规模管道断裂的可转移性。最后,本文提出了改进SBD TSC模型的一些不足和问题。目前的TSC模型和SBD发现的关键问题是:(a)全尺寸管道试验/模拟的应变测量差异,(b)多裂纹尖端张开位移(CTOD)定义,(c)未应用j积分作为韧性参数,(d)在失效标准上没有达成共识,以及(e)未考虑热和自然应变老化效应。
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