Structural Reliability Analysis Method for Assessing the Fatigue Capacity of Subsea Wellhead Connectors

T. Hørte, L. Reinås, A. Wormsen, A. Aardal, P. Gustafsson
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Abstract

Subsea Wellheads are the male part of an 18 3/4” bore connector used for connecting subsea components such as drilling BOP, XT or Workover systems equipped with a female counterpart — a wellhead connector. Subsea wellheads have an external locking profile for engaging a preloaded wellhead connector with matching internal profile. As such connection is made subsea, a metal-to-metal sealing is obtained, and a structural conduit is formed. The details of the subsea wellhead profile are specified by the wellhead user and the standardized H4 hub has a widespread use. In terms of well integrity, the wellhead connector is a barrier element during both well construction (drilling) activities and life of field (production). Due to the nature of subsea drilling operations, a wellhead connector will be subjected to external loads. Fatigue and plastic collapse due to overload are therefore two potential failure modes. These two failure modes are due to the cyclic nature of the loads and the potential for accidental and extreme single loads respectively. The safe load the wellhead connector can sustain without failure can be established by deterministic structural capacity methods. This paper outlines how a generic and probabilistic engineering method; Structural Reliability Analysis, can be applied to a subsea wellhead connector to estimate the probability of fatigue failure (PoF). As the wellhead connector is a mechanism consisting of a plurality of parts the load effect from cyclic external loads is influenced by uncertainty in friction, geometry and pre-load. Further, there is a inter dependence between these parameters that complicates the problem. In addition to these uncertainties, uncertainties in the fatigue loading itself (from rig and riser) is also accounted for. This paper presents results from applications of Structural Reliability Analysis (SRA) to a wellhead connector and provides experiences and learnings from this case work.
海底井口连接件疲劳能力评估的结构可靠性分析方法
水下井口是18 3/4”井眼连接器的公部,用于连接水下组件,如钻井防喷器、XT或修井系统,这些组件配备了一个母部——井口连接器。海底井口有一个外部锁定剖面,用于将预加载的井口连接器与匹配的内部剖面相连接。由于这种连接是在海底进行的,因此可以获得金属对金属的密封,并形成结构管道。海底井口剖面的细节由井口用户指定,标准化的H4轮毂得到了广泛的应用。就井的完整性而言,井口接头在建井(钻井)活动和油田(生产)寿命期间都是一个屏障元件。由于海底钻井作业的性质,井口连接器将承受外部载荷。因此,疲劳和超载引起的塑性破坏是两种潜在的破坏模式。这两种失效模式分别是由于荷载的循环性质和潜在的偶然和极端单荷载。采用确定性结构承载力方法,可以确定井口连接件所能承受的安全载荷。本文概述了一种通用的概率工程方法;结构可靠性分析可用于海底井口连接器的疲劳失效(PoF)概率评估。由于井口连接器是一个由多个部件组成的机构,循环外部载荷的载荷效应受到摩擦、几何形状和预载荷的不确定性的影响。此外,这些参数之间的相互依赖关系使问题复杂化。除了这些不确定性之外,疲劳载荷本身(来自钻机和隔水管)的不确定性也要考虑在内。本文介绍了结构可靠性分析(SRA)在井口连接件上的应用结果,并介绍了该案例的经验和教训。
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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