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DE FACTO HYDROSTATIC TEST PRESSURES - A STUDY IN DOUBLE STROKING

机译:事实水压测试压力-双行程研究

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The pipeline industry has traditionally utilized the double stroke method to limit pipe yielding during pressure testing. Yet few case studies are available which indicate the actual state of stress in a pipeline segment where the pressure -volume plot indicates that the double stroke point has been reached. Examination of a typical stress-strain curve of pipeline steel indicates that the double stroke point typically occurs midway between the elastic limit and the defined yield strength and that the elastic limit can occur at 80% of the defined yield stress. The purpose of this paper is to develop a model to better understand the actual stresses a pipeline experiences during a hydrostatic test. For analysis, the double stroke point is used as the test case, which results in insights about the actual stresses seen on the pipeline and an understanding about what double stroking actually means. The double stroke point was chosen for analysis since it is commonly used as a ceiling on hydrostatic test pressure and, although literature provides clarity on its definition, few experiments and tests have been performed to gain a practical understanding of its affect on a pipeline. Analysis was done on a real world example and the results were compared to a Monte Carlo simulation to model the sensitivity of the various parameters. The results of the real world test case of known pipe attributes indicated that the strains in all pipe joints would stay below 0.5% at the double stroke point. When a Monte Carlo simulation was applied to the pipe variables of the same test section, 0.5% strain was exceeded on several outlying joints, but in those cases the hoop stress utilizing Barlow's equation was in-excess of 125% SMYS. The analysis in this paper provides a tool for predicting the range of actual stresses the pipeline is experiencing when hydrostatically tested, and in doing so, also provides a firmer grasp on what double stroking actually means for a pipeline.
机译:传统上,管道行业使用双冲程方法来限制压力测试期间的管道屈服。尚无可用的案例研究来指示管道段中的实际应力状态,其中压力-体积图表明已达到双冲程点。检查管线钢的典型应力-应变曲线表明,双冲程点通常发生在弹性极限和定义的屈服强度之间的中间,并且弹性极限可以出现在定义的屈服应力的80%处。本文的目的是开发一个模型,以更好地了解静水压测试期间管道所承受的实际应力。为了进行分析,将两次行程点用作测试用例,从而得出有关管道上实际应力的见解,并了解两次行程的实际含义。选择双行程点进行分析是因为它通常用作静水压测试压力的上限,尽管文献提供了明确的定义,但很少进行实验和测试以实际了解其对管道的影响。对一个真实示例进行了分析,并将结果与​​蒙特卡洛模拟进行了比较,以对各种参数的敏感性进行建模。已知管道属性的真实世界测试案例的结果表明,所有管道接头的应变在双行程点都将保持在0.5%以下。当将蒙特卡洛模拟应用于同一测试段的管道变量时,几个外侧接头的应变超过了0.5%,但在那些情况下,利用Barlow方程得出的环向应力过度超过了125%SMYS。本文中的分析提供了一种工具,用于预测在进行静水压测试时管道所承受的实际应力范围,并且在这样做时,还可以更牢固地掌握两次冲程对管道的实际含义。

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