Determination of Pipeline Yielding Occurred in Hydrostatic Pressure Testing

Xian-Kui Zhu
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Abstract

The pipeline industry has traditionally utilized the “double stroke” concept to define line pipe yielding for limiting plastic deformation of the pipeline during hydrostatic pressure testing. Practice showed that double stroke may define a nominal yield point lying between the elastic limit and the offset yield strength. Recently, a set of field hydrostatic tests were conducted on an X70 pipeline at Enterprise Products, and the test pressure at double stroke was as high as 129% of SMYS, but the von Mises stress was less than the actual yield strength. The entire pipeline was thought in the elastic conditions at double stroke during the hydrostatic testing. It is well recognized that the classical Tresca and von Mises yield criteria determines a lower and an upper bound of the limit load at yielding, and a newly proposed Zhu-Leis yield criterion determines a medium result of the two classical solutions. Extensive full-scale tests have confirmed that the Zhu-Leis yield solution is the best prediction of experimental data on average. This paper attempts to use the more accurate Zhu-Leis yield criterion to reanalyze the real-world hydrostatic tests of the X70 pipeline to see if pipe yielding occurs and to determine pipe diameter expansion at double stroke during the hydrostatic pressure testing.
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静水压试验中管道屈服的测定
管道行业传统上使用“双冲程”概念来定义管道屈服,以限制管道在静水压力测试中的塑性变形。实践表明,双行程可以在弹性极限和偏移屈服强度之间定义一个标称屈服点。最近,在Enterprise Products公司的X70管道上进行了一组现场静水试验,双冲程试验压力高达SMYS的129%,但von Mises应力小于实际屈服强度。在水压试验中,整个管道处于双冲程弹性状态。众所周知,经典的Tresca和von Mises屈服准则决定了屈服时极限荷载的下界和上界,而新提出的Zhu-Leis屈服准则决定了两种经典解的中间结果。大量的全尺寸试验证实,朱磊屈服解是平均试验数据的最佳预测。本文试图采用更为精确的朱磊屈服准则,对X70管道的实际静水试验进行重新分析,以确定管道是否发生屈服,并确定静水压力试验中双冲程的管径膨胀。
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