On the Ultimate Limit State Strength Models and Its Application for Casing Design

João Paulo Nogueira Araújo, L. P. Gouveia, E. T. L. Junior, Thiago Barbosa da Silva, J. Anjos, Felipe Lima De Oliveira, W. M. Lira, J. P. L. Santos
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引用次数: 2

Abstract

It is proposed a new methodology for calculating safety factors in triaxial casing design, regarding Ultimate Limit State (ULS) models. The definition of an equivalent axial force allows an unified graphical approach, in which both ULS and Serviceability Limit State (SLS) envelopes are represented in the same space. A review of the ULS casing design proposed in the API TR 5C3 (2008) standard is presented, and some considerations are made on the usage of Klever-Stewart and Kever-Tamano models. Both are defined for combined load analysis but are not effective for triaxial casing design routine, for they only compare the applied internal/external pressures to the design limit. Thus, two additional limit states are verified: axial and triaxial. Furthermore, the ULS envelopes (Klever-Stewart and Klever-Tamano) are plotted in the same load space as the SLS envelopes, allowing for an analysis on both limit states in a single graphic. During studies of the Klever-Stewart and Klever-Tamano formulations it was verified that, despite both being combined models (the external/internal pressure and axial load influence the internal/external pressure resistance), the consideration of their uniaxial safety factors might not be enough to ensure if the tubular is about to fail. There are some special load cases where other failures might occur prior to burst/collapse. The ULS envelopes are revisited, using the very same equations proposed by the API TR 5C3 (2008), but in a different load space, which also allows the representation of SLS envelopes, providing a complete evaluation of the tubular strength against the load scenario. The studies also revealed some drawbacks inherent to the Klever-Stewart and Klever-Tamano models, as the existence of inadmissible pressure resistance beyond the axial ultimate tensile strength. The new paradigm of ULS is challenging and it is not well established in terms of design practice. In the light of this, it is presented a new methodology for computing safety factors in ULS analysis, effectively comparing them to the SLS approach, in order to support the decision-making process in casing design and the well integrity verification.
极限状态强度模型及其在套管设计中的应用
提出了一种基于极限状态(ULS)模型计算三轴套管安全系数的新方法。等效轴向力的定义允许采用统一的图形方法,其中ULS和可用性极限状态(SLS)包络在同一空间中表示。对API TR 5C3(2008)标准中提出的ULS套管设计进行了回顾,并对Klever-Stewart和Kever-Tamano模型的使用进行了一些考虑。这两种方法都是用于组合载荷分析的,但对于三轴套管的常规设计并不有效,因为它们只是将施加的内外压力与设计极限进行比较。从而验证了另外两种极限状态:轴向和三轴向。此外,ULS包络层(Klever-Stewart和Klever-Tamano)绘制在与SLS包络层相同的负载空间中,允许在单个图形中分析两种极限状态。在对Klever-Stewart和Klever-Tamano配方的研究中证实,尽管这两种配方都是组合模型(外/内压力和轴向载荷影响内/外压力阻力),但考虑它们的单轴安全因素可能不足以确保管柱是否即将失效。在一些特殊的负载情况下,其他故障可能会在爆裂/崩溃之前发生。使用API TR 5C3(2008)中提出的完全相同的方程,重新访问ULS包膜,但在不同的负载空间中,也允许表示SLS包膜,从而提供针对负载情况的油管强度的完整评估。研究还揭示了Klever-Stewart和Klever-Tamano模型固有的一些缺陷,如在轴向极限抗拉强度之外存在不可接受的耐压。ULS的新范式具有挑战性,并且在设计实践方面还没有很好地建立起来。鉴于此,本文提出了一种计算ULS分析中安全系数的新方法,并将其与SLS方法进行了有效比较,从而为套管设计和井完整性验证的决策过程提供支持。
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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