Experimental Study on the Buckling of Subsea Pipe-in-Pipe Systems

被引:1
|
作者
Zhang Zechao [1 ]
Yu Jinghai [2 ]
Chen Zhihua [1 ,3 ]
Huang Jinchao [1 ]
Wang Zhe [1 ]
Liu Hongbo [1 ]
机构
[1] Tianjin Univ, Dept Civil Engn, 92 Weijin Rd, Tianjin 300072, Peoples R China
[2] Tianjin Univ, Res Inst Architectural Design & Urban Planning, 92 Weijin Rd, Tianjin 300072, Peoples R China
[3] Tianjin Univ, Key Lab Coast Civil Struct & Safety, Minist Educ, Tianjin 300072, Peoples R China
关键词
pipe-in-pipe; imperfection; global buckling; critical buckling axial force; experimental study; PIPELINES; PROPAGATION;
D O I
10.1520/JTE20180595
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
Global buckling often occurs in high-temperature and high-pressure subsea pipe-in-pipe (PIP) systems. However, only a few studies, especially experimental studies, have been conducted on the lateral buckling of PIP systems. An experimental study on the lateral buckling of a PIP system was carried out in this article. The experimental device for the global buckling of oil temperature-loaded PIP system was designed, and the lateral buckling experiment was carried out for nine groups of PIP systems. The working mechanism of the PIP system was obtained through the experiment, and the critical point for pipeline buckling was determined according to the sum of the axial forces of the outer and inner pipes. The experimental results indicated that the lateral buckling response were related to the wavelength l(0), whereas the effect of amplitude V-m was relatively small.
引用
收藏
页码:409 / 427
页数:19
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