用于管道维修和扩建的全包围工程层压钢套系统:工程开发,验证测试结果,以及减轻应力和应变相关完整性威胁的含义

S. Laughlin, K. Leewis, C. Alexander
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引用次数: 0

摘要

针对管道完整性管理应用,设计、开发并优化了一种全包围薄层钢夹套系统。发展目标包括消除触变问题,以及排除复合材料修复材料性能的退化。消除焊接修复的周期性疲劳以及与热工相关的安全问题也被考虑在内。使用模量与基管相匹配的薄层钢,以及钢的均匀各向同性,可以进行轴向计算和基于应变的评估。薄层钢层压设计具有极高的断裂韧性,并促进了潜在的未来第三方损伤的内在缓解。由此产生的系统证明了管道维修所需的可靠工程数据和分析,并证明了对现有管道进行无缺陷扩建的适用性。工程关键评估(ECA)已经完成。该ECA遵循ASME B31G和ASME pc -2第4条类型评估的行业先例,并为操作员提供更大的功能。该ECA被命名为lelewis增强分析(LAA),并被提出、审查和讨论。第三方全尺寸ASME PCC-2型爆炸测试已完成。并给出了实验结果。还进行了高度仪器化的测试,以确定安装系统的有效弹性模量,以及确定系统接受负载的任何延迟。安装后,在仅50微应变的层压板第3层中加载时,有效模量为1400万psig (96526.60 MP)a。介绍并评述了钢/胶粘剂层合板的长期蠕变和循环疲劳试验。在50%的极限剪切速率下实现了1000万次循环,超过了目前的工业实践几个数量级。根据这些现有的技术进步,对经典的金属损耗缺陷缓解原理进行了回顾和更新。最后,对应力和应变相关的完整性问题的影响进行了讨论。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Full Encirclement Engineered Laminated Steel Sleeve System for Repairs and Augmentation of Pipelines: The Engineering Development, Validation Test Results, and Implications for Mitigation of Both Stress and Strain Dependent Integrity Threats
A full encirclement thin layer steel laminated sleeve system has been designed, developed, and optimized for pipeline integrity management applications. Development goals included the elimination of thixotropic concerns as well as the exclusion of the degradation of material properties of composite repairs. Elimination of cyclical fatigue of welded repairs and safety concerns associated with hot work were also considerations. The use of thin layer steel with a modulus matched to base pipe and steel’s homogenous isotropic properties enable axial calculations and evaluation of strain-based concerns. The thin layer steel laminated design results in extremely high fracture toughness and promotes intrinsic mitigation of potential future third party damage. The resulting system has demonstrated the reliable engineering data and analysis required for pipeline repairs and demonstrates applicability for the augmentation of existing pipes without defects. An Engineering Critical Assessment (ECA) has been completed. This ECA follows the industry’s precedents of ASME B31G and ASME PCC-2 Article 4 type assessments and provides operators with greater functionality. This ECA has been named the Leewis Augmentation Analysis (LAA) and is presented, reviewed, and discussed. Third party full scale ASME PCC-2 style burst testing has been completed. The results are presented. Highly instrumented tests were also conducted to determine an effective modulus of elasticity of the installed system as well as a determination of any delay in system acceptance of load. As installed, an effective modulus of 14 million psig (96526.60 MP)a with loading in layer 3 of the laminate at only 50 micro strain is reviewed. Long term creep and cyclical fatigue testing of the steel/adhesive laminate is presented and reviewed. 10 million cycles at 50% of ultimate lap shear has been achieved, which exceeds current industry practice by several orders of magnitude. The classic metal loss defect mitigation principle is reviewed and updated in light of these available technical advances. Finally, the implications for mitigation of both stress and strain dependent integrity concerns is discussed.
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