结构可靠性应用于标准API套管接头抗拉强度的分析建模

Thiago Barbosa da Silva, E. T. L. Junior, L. P. Gouveia
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引用次数: 3

摘要

在油气井中,套管设计是项目的关键阶段,它代表了主要的结构元素,负责在整个生命周期内保持油井的完整性,并允许充分的生产活动。套管系统故障的发生会导致井作业中出现不可逆转的安全问题。据估计,85%至95%的井管柱失效与节理有关(Payne et al., 2006)。这项工作的目的是在概率框架下分析API套管连接的力学模型。在各种载荷条件下评估管柱强度的公式由API TR 5C3(2008)规范提出,该规范被世界各地的石油和天然气公司广泛使用。可靠性分析采用蒙特卡罗模拟和一阶可靠性方法(FORM)进行,考虑了圆形连接和支撑连接的断裂失效模式,以及圆形连接的拔出失效模式。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
STRUCTURAL RELIABILITY APPLIED TO ANALYTICAL MODELING OF THE TENSILE STRENGTH OF STANDARD API CASING CONNECTIONS
In oil and gas wells scenario, casing design is a crucial stage of the project, representing the major structural elements responsible for maintaining well integrity through its lifetime and allowing adequate production activities. The occurrence of failures in casing systems can lead to irreversible safety problems in well operation. It is estimated that between 85% to 95% of the failures in well tubulars are related to joints (Payne et al., 2006). This work aims to analyze mechanical models of API casing connections in a probabilistic framework. The formulation for evaluating the strength of tubulars, under various load conditions, is presented by the code API TR 5C3 (2008), widely used by oil and gas companies worldwide. The reliability analysis is performed by the Monte Carlo simulation and First Order Reliability Method (FORM), considering failure modes by fracture in round and buttress connections, beyond failures by pull-out in round connections.
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