Reliability of offshore pipelines subject to upheaval buckling

Sahar Ismail, S. Najjar, S. Sadek
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Abstract

Offshore pipelines are used to transport oil and gas in different areas of the world. The economic importance of offshore pipelines has increased in recent years with the development of oil and gas transportation systems. Hydrocarbons are transported in the pipelines at high temperature and pressure in order to facilitate the flow of oil and to prevent its “solidification”. However, these high temperatures and pressures may force the pipeline to buckle either in the horizontal (lateral) or in the vertical direction (upheaval). The latter buckling mode may lead to pipeline failure which could cause massive oil leakage and severe environmental damages. Several experimental studies have investigated the uplift resistance of buried pipelines with different soil cover depths, while other studies have proposed analytical and empirical methods that aim at predicting the response of a pipeline that is subjected to upheaval. The objective of this paper is to investigate the effectiveness of some of these methods by assembling a database of published model tests conducted on pipelines that were subjected to uplift. By comparing measured and predicted uplift forces, a quantification of the model uncertainty could be accomplished. A reliability analysis was then conducted to quantify the probability of failure and reliability index for pipelines designed using different factors of safety and cover heights.
海上管道剧变屈曲的可靠性研究
海上管道用于在世界不同地区运输石油和天然气。近年来,随着石油和天然气运输系统的发展,海上管道的经济重要性日益增加。碳氢化合物在高温高压下在管道中运输,以促进石油的流动并防止其“凝固”。然而,这些高温和高压可能会迫使管道在水平方向(横向)或垂直方向(隆起)发生弯曲。后一种屈曲模式可能导致管道失效,造成大量漏油和严重的环境破坏。一些实验研究调查了不同土壤覆盖深度下埋地管道的抗拔能力,而其他研究提出了分析和经验方法,旨在预测管道在剧变下的响应。本文的目的是通过收集在管道上进行的已发表模型试验的数据库,研究其中一些方法的有效性。通过比较实测和预测的隆升力,可以完成模型不确定性的量化。在此基础上,对采用不同安全系数和覆盖高度设计的管道进行了可靠性分析,量化了管道的失效概率和可靠性指标。
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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