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RECENT DEVELOPMENT AND VALIDATION OF THE LATEST FLAWPRO™ ECA METHODOLOGY

机译:最新的FLAWPRO™ECA方法学的发展和验证

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The graphical user interface driven engineering software tool FlawPRO™ has been extensively used for subsea pipeline design and installation under high strain or fatigue intense applications. The methodology included in the program has evolved since its inception in 2002 through a series of JIPs involving major oil and gas operators and installation contractors. This paper summarises the fracture mechanics concepts incorporated in the methodology of the latest version of FlawPRO™ and the results of an extensive full scale flawed pipe testing programme that included over 45 reeling simulations and other fracture tests performed to validate the methodology. It is shown that the program's crack growth predictions under large strain reeling are consistent with test data obtained from reeled pipes containing centreline flaws in over-matched welds, with the majority of the predicted results obtained using average material property data scattering around the mean 1:1 line consistent with uncertainties in the mechanical property values used in the validation. The results of an assessment of some of the reeling test data using the DNV ECA methodology (DNV-RP-F108) are also presented. It is concluded that the FlawPRO™ methodology is consistently more accurate in assessing the test data compared with the DNV methodology which may yield some non-conservative results. Both methodologies require suitable factors of safety or adjustments to either material and / or load inputs to maintain conservatism in applications to the pipeline projects.
机译:图形用户界面驱动的工程软件工具FlawPRO™已被广泛用于海底管线设计和在高应力或高强度疲劳应用中的安装。自2002年实施以来,该计划中包括的方法已经通过一系列由主要石油和天然气运营商以及安装承包商参与的JIP进行了演变。本文总结了最新版本的FlawPRO™方法中所包含的断裂力学概念,以及广泛的满量程有缺陷管道测试程序的结果,该程序包括45多个绕线模拟和其他验证该方法的断裂测试。结果表明,该程序在大应变卷取下的裂纹扩展预测与从包含过匹配焊缝中线缺陷的卷取管获得的测试数据一致,其中大多数预测结果是使用平均材料特性数据分散在均值1周围得出的: 1条线与验证中使用的机械性能值的不确定性一致。还介绍了使用DNV ECA方法(DNV-RP-F108)评估一些卷取测试数据的结果。结论是,与可能产生某些非保守结果的DNV方法相比,FlawPRO™方法在评估测试数据方面始终更加准确。两种方法都需要适当的安全系数或对材料和/或载荷输入进行调整,以在管道项目的应用中保持保守性。

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