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STRUCTURAL RELIABILITY ANALYSIS METHOD FOR ASSESSING THE FATIGUE CAPACITY OF SUBSEA WELLHEAD CONNECTORS

机译:用于评估海底井口连接器疲劳容量的结构可靠性分析方法

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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.
机译:海底井口是18 3/4“孔连接器的雄性部分,用于连接带有母部对应器的钻孔BOP,XT或工件系统的海底部件 - 井口连接器。海底井口具有外部锁定轮廓,用于接合具有匹配的内部轮廓的预载井口连接器。随着这种连接使得海底,获得金属到金属密封,形成结构导管。海底井口轮廓的细节由井口用户指定,标准化的H4集线器具有广泛的使用。在完整性方面,井口连接器是在井构造(钻井)活动和场的寿命期间的屏障元件(生产)。由于海底钻孔操作的性质,井口连接器将受到外部载荷。因此,由于过载引起的疲劳和塑料塌陷是两个潜在的故障模式。这两个故障模式是由于负载的循环性质和意外和极端单载的可能性。安全负载井口连接器可以通过确定性结构容量方法建立没有故障的情况下保持维持。本文概述了通用和概率工程方法;结构可靠性分析,可以应用于海底井口连接器,以估计疲劳失效(POF)的概率。由于井口连接器是由多个部件组成的机构,该部件来自循环外部载荷的负荷效应受到摩擦,几何形状和预负载中的不确定性的影响。此外,在这些参数之间存在复杂问题的帧间依赖性。除了这些不确定性之外,还考虑了疲劳装载本身的不确定性(钻机和提升板)。本文提出了结构可靠性分析(SRA)到井口连接器的结果,并从这种情况下提供了经验和学习。

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