Failure Assessment of the Gas Pipeline by Considering the Geometric Constraint Effect

Feng Hui, H. Chunyong, C. Qiang, Lv Junnan, Li Qun
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Abstract

Due to the extensive applications of large diameter/thickness and higher pressure gas transmission pipelines, and there will be an increasing need for reliable pipeline design and failure assessment that will preclude catastrophic accident. Specifically, the actual fracture toughness needs to be determined accurately. The present work innovatively correlate the material’s fracture toughness with the crack-tip geometric constraint effect by using the crack-tip plastic zone. The significant “thickness effect” impact on pipeline steel’s fracture toughness is elucidated by the proposed out-of-plane constraint factor 1αout. The critical loads (FCi) of three groups of thin thickness specimens at fracture are recorded by the three-point bending tests performed on the single-edge notched (SENB) specimens, corresponding fracture toughness are calculated according to the ASTM E1921-97 procedure. Moreover, finite element simulation of the SENB specimens, coupled with the applications of cohesive zone model (CZM), virtual crack closure technique (VCCT), the X70 pipeline steel’s critical energy release rate (ERR) is achieved and applied to predict the FCi of arbitrary specimen thickness while crack initiates, corresponding fracture toughness KCi are obtained and compared with the experimental ones. The present research will be beneficial for the prediction of pipeline steel’s actual fracture toughness and the retrenchment of experimental costs.
考虑几何约束效应的输气管道失效评估
随着大直径/厚度、高压输气管道的广泛应用,越来越需要可靠的管道设计和失效评估,以防止灾难性事故的发生。具体来说,需要准确地确定实际断裂韧性。本文创新性地利用裂纹尖端塑性区将材料的断裂韧性与裂纹尖端几何约束效应联系起来。提出的面外约束因子1αout说明了“厚度效应”对管道钢断裂韧性的显著影响。通过对单边缺口(SENB)试样进行三点弯曲试验,记录了三组薄厚试样在断裂时的临界载荷(FCi),并根据ASTM E1921-97程序计算了相应的断裂韧性。对SENB试样进行有限元模拟,结合内聚区模型(CZM)、虚拟裂纹闭合技术(VCCT),实现了X70管线钢的临界能量释放率(ERR),并应用该方法预测了任意试样厚度裂纹产生时的FCi,得到了相应的断裂韧性KCi,并与实验值进行了比较。本文的研究将有利于管道钢实际断裂韧性的预测和实验成本的节约。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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