An experimental investigation of the effect of defect shape and orientation on the burst pressure of pressurised pipes

被引:57
作者
Al-Owaisi, Sultan [1 ]
Becker, Adib A. [1 ]
Sun, Wei [1 ]
Al-Shabibi, Abdullah [2 ]
Al-Maharbi, Majid [2 ]
Pervez, Tasneem [2 ]
Al-Salmi, Hussain [3 ]
机构
[1] Univ Nottingham, Fac Engn, Nottingham NG7 2RD, England
[2] Sultan Qaboos Univ, Mech & Ind Engn Dept, Coll Engn, Muscat, Oman
[3] Petr Dev Oman LLC, Muscat, Oman
关键词
Defect assessment; Pipe damage; Burst pressure; Ductile carbon steel pipe; Finite element analysis; CORROSION DEFECTS; TRANSMISSION PIPELINES; FAILURE PRESSURE; PREDICTION; BEHAVIOR;
D O I
10.1016/j.engfailanal.2018.06.011
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The burst pressure of commonly used ductile steel pipes in oil and gas industries, i.e. X52 and X60, is measured under internal pressure loading. The pipes were machined with circular and boxed defects at different orientations to simulate actual metal loss defects. Defect shapes and orientations were investigated in detail to study how they affect the failure behaviour of interacting defects. The experimental burst pressure results were compared with those obtained using existing analytical methods from Design Codes. Comparison of the results showed conservatism in the existing analytical methods which may potentially lead to unnecessary plant shutdowns and pipe repairs. The outcome of the experimental tests revealed that the shapes of the defects have very small influence on the defect interaction behaviour. The burst tests interestingly showed that the defect orientation has an important effect on defect interaction. Defects oriented in the hoop and diagonal directions showed no defect interaction even when spaced by a distance of one wall thickness, while defects oriented in the longitudinal directions showed that defects interact even when the spacing is up to six wall thickness but the interaction fades away for defects spaced at longer distances.
引用
收藏
页码:200 / 213
页数:14
相关论文
共 39 条
[1]  
A. S. o. M. E, 1991, ASME MAN DET REM STR
[2]  
A. S. o. M. E, 2012, ASME MAN DET REM STR
[3]  
A. S. o. M. E. Asme, 2009, MAN DET REM STRENGTH
[4]   On the failure pressure of pipelines containing wall reduction and isolated pit corrosion defects [J].
Abdalla Filho, J. E. ;
Machado, R. D. ;
Bertin, R. J. ;
Valentini, M. D. .
COMPUTERS & STRUCTURES, 2014, 132 :22-33
[5]   Analysis of shape and location effects of closely spaced metal loss defects in pressurised pipes [J].
Al-Owaisi, S. S. ;
Becker, A. A. ;
Sun, W. .
ENGINEERING FAILURE ANALYSIS, 2016, 68 :172-186
[6]  
Al-Owaisi S. S., 2014, J PIPELINE ENG, V13, P265
[7]  
American Society of Mechanical Engineers (ASME), 2009, B31G
[8]  
[Anonymous], 2009, PIPELINE OPERATOR FO
[9]  
[Anonymous], P 11 2001 INT OFFSH
[10]  
[Anonymous], 2015, E8 ASTM