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A damage mechanics based evaluation of dynamic fracture resistance in gas pipelines

机译:基于损伤力学的输气管道动态抗断裂性能评估

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Investigation of running ductile fracture in gas transmission pipelines and the derivation of reliable crack arrest prediction methods belong to major topics in pipeline research. The yet available crack arrest criterion, known as the Battelle Two-Curve Method (BTCM), leads to reliable predictions up to grade X70 line pipe steels for which it has been validated. This includes specific limits in terms of mechanical properties, pressure and geometry. The application of this criterion to modern pipeline steels, i.e. especially grades X80 and beyond in combination with larger diameters and high pressure, has led to mispredictions of the BTCM. Hence, in order to ensure safe design of pipelines, new methods are required based on in depth knowledge and appropriate characterization of material resistance. This paper presents a procedure for the assessment of dynamic ductile fracture resistance based on combined experimental and numerical investigations. The procedure involves quasi-static and dynamic drop-weight tear testing (DWTT) on modified specimens with pre-fatigued crack for grades X65, X80 and X100 materials, and the application of cohesive zone (CZ) and Gurson-Tveergard-Needleman (GTN) models to describe ductile material damage. The damage model parameters are calibrated on basis of DWTT results and subsequently used to simulate dynamic crack propagation in a pipeline. The influence of material properties (strain hardening, toughness), pipe geometry, usage factor and decompression behaviour on ductile fracture propagation behaviour is studied and evaluated. The results will contribute to an enhanced understanding of major parameters controlling ductile fracture propagation and will help to establish a reliable procedure for safe design of new high-capacity pipelines with regard to crack arrest.
机译:输气管道中延性断裂的研究和可靠的止裂预测方法的推导是管道研究的主要课题。尚无可用的裂纹止裂准则,即巴特尔两曲线法(BTCM),可对经过验证的X70级管线钢做出可靠的预测。这包括在机械性能,压力和几何形状方面的特定限制。将该标准应用于现代管线钢,特别是X80及更高等级的管线钢,再加上较大的直径和高压,导致对BTCM的错误预测。因此,为了确保管道的安全设计,需要基于深入的知识和对材料阻力的适当表征的新方法。本文结合实验和数值研究,提出了一种评估动态延性断裂抗力的程序。该程序涉及对具有X65,X80和X100级材料的预疲劳裂纹的改性试样进行准静态和动态落锤撕裂测试(DWTT),并应用粘结区(CZ)和Gurson-Tveergard-Needleman(GTN) )模型来描述延性材料损坏。根据DWTT结果对损伤模型参数进行校准,然后将其用于模拟管道中动态裂纹的扩展。研究并评估了材料性能(应变硬化,韧性),管道几何形状,使用系数和减压行为对延性断裂扩展行为的影响。结果将有助于加深对控制韧性断裂扩展的主要参数的理解,并将有助于建立可靠的程序,用于安全设计新的大容量管道,以解决裂缝。

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