A Review on Strength Related of Malaysian Coastal Corroded Subsea Pipelines

Mohd Fakri Muda, M. H. Mohd, M. M. Mohd Hashim, M. Kamarudin, Zainul Faizien Haza, M. Abdul Rahman
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Abstract

This study aimed to present a numerical analysis to assess the corrosion factor influencing the residual burst pressure and stress behaviour of Malaysian coastal subsea pipelines. Statistical analyses were carried out to investigate the correlation of point damage location and position of defect area to the burst pressure which was determined using DNV RP F101 codes. Eight critical models were analysed by using finite element method to access the stress behaviour. Based on the results, it was observed that critical frequency of corrosion happened at three locations (i.e. 50 m, 900 m and 1500 m) and most of it occurs at the upper region of the pipeline's wall. Furthermore, the stress behaviour indicates larger defect influence more compared to small defect with a ratio of width cause greater stress than the length of defect. In short, this study provides a focus area in the Malaysian oil industry specifically in subsea pipelines chainage for future research development and rehabilitation assessment.
马来西亚海岸腐蚀海底管道强度相关研究综述
本研究旨在通过数值分析来评估腐蚀因素对马来西亚沿海海底管道残余破裂压力和应力行为的影响。利用DNV RP F101规范确定的爆破压力,对点损伤位置和缺陷区域位置进行了统计分析。采用有限元法对8个临界模型进行了分析,获得了应力特性。结果表明,腐蚀的临界频率发生在50 m、900 m和1500 m三个位置,且大部分发生在管道管壁上部区域。此外,应力行为表明,与小缺陷相比,大缺陷的影响更大,并且宽度比缺陷的长度产生更大的应力。简而言之,这项研究为马来西亚石油行业提供了一个重点领域,特别是海底管道链,用于未来的研究开发和修复评估。
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