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Crack-opening-area analyses for circumferential through-wall cracks in pipes-part I: analytical models

机译:管道中周向贯穿壁裂纹的开孔面积分析-第一部分:分析模型

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Leak-before-break (LBB) analyses for circumferentially cracked pipes are currently being conducted in the nuclear industry to justify elimination of pipe whip restraints and jet impingement shields which are present because of the expected dynamic effects from pipe rupture. The application of the LBB methodology requires calculation of leak rates. The leak rates depend on the crack-opening area of the through-wall crack in the pipe. In addition to LBB analyses which assume a hypothetical flaw size, there is also interest in the integrity of actual leaking cracks corresponding to current leakage detection requirements in NRC Regulatory Guide 1.45, or for assessing temporary repair of Class 2 and 3 pipes that have leaks, as are being evaluated in ASME Section XI. The objectives of this study were to review, evaluate, and refine current predictive models for performing crack-opening-area analyses of circumferentially cracked pipes. A three-phase effort was undertaken to accomplish this goal. It isdescribed here in a series of three papers generated from this study. In this first paper (Part I Analytical models), a comprehensive review is performed to detemine the current state-of-the-art in predicting crack-opening displacements forcircumferentially cracked pipes under pure bending, pure tension, and combined bending and tension loads. Henceforth, new and improved analytical models and some preliminary results are presented for cases where current methods are inadequate or there are no available methods. Also, based on this review, a number of appropriate predictive models are identified for a systematic evaluation of their accuracy. The results of their evaluations will be presented and examined in the forthcoming companion papers(Part II - Model validations [1] and Part III - Off-center cracks, restraint of bending, thickness transition, and weld residual stresses) [2].
机译:目前,核工业中正在对周向破裂的管道进行裂前泄漏(LBB)分析,以证明消除由于管道破裂产生的预期动态影响而出现的管道鞭约束和射流冲击防护罩是合理的。 LBB方法的应用需要计算泄漏率。泄漏率取决于管道中贯穿壁裂缝的裂缝开口面积。除了假设缺陷尺寸为假的LBB分析外,还应关注NRC监管指南1.45中与当前泄漏检测要求相对应的实际泄漏裂纹的完整性,或评估存在泄漏的2级和3级管道的临时维修,正如ASME XI部分中正在评估的那样。这项研究的目的是审查,评估和完善当前的预测模型,以执行对周向破裂的管道的开孔面积分析。为了实现该目标,进行了三个阶段的努力。本文在此研究中生成的三篇论文中对此进行了描述。在第一篇论文(第一部分,分析模型)中,进行了全面的综述,以确定当前的最新水平,以预测纯弯曲,纯拉伸以及弯曲和拉伸组合载荷作用下周向破裂管道的开裂位移。此后,针对当前方法不足或没有可用方法的情况,提出了新的和改进的分析模型以及一些初步结果。同样,基于此审查,确定了许多适当的预测模型以对其准确性进行系统评估。他们的评估结果将在即将发表的随附论文中进行介绍和检查(第二部分-模型验证[1]和第三部分-偏心裂纹,弯曲约束,厚度过渡和焊接残余应力)[2]。

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