The Criterion of Lateral Buckling and Axial Walking for HPHT Offshore Pipelines

Author:

Chen Xiaoyu1,Zhang Chunhui2,Tian Yinghui3,Wang Le4,El Borgi Sami5

Affiliation:

1. Formerly, Master’s Student, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300350, China.

2. Professor, School of Civil Engineering, Hebei Univ. of Science and Technology, Shijiazhuang 050018, China; Professor, Hebei Technological Innovation Center of Disaster Prevention and Mitigation Engineering of Geotechnical and Structural System, Shijiazhuang 050018, China.

3. ARC Future Fellow, Dept. of Infrastructure Engineering, Univ. of Melbourne, Melbourne, VIC 3010, Australia.

4. Research Assistant, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300350, China (corresponding author).

5. Professor, Dept. of Mechanical Engineering, Texas A&M Univ., Qatar Education City, Doha 15541, Qatar.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference19 articles.

1. Bruton D. M. Carr and M. Crawford. 2005. “The safe design of hot on-bottom pipelines with lateral buckling using the design guideline developed by the SAFEBUCK joint industry project.” In Proc. Deep Offshore Technology Conf. Houston: Offshore Technology Conference.

2. Bruton D. D. White M. Carr and C. Cheuk. 2008. “Pipe-soil interaction during lateral buckling and pipeline walking—the SAFEBUCK JIP.” In Proc. Offshore Technology Conf. Houston: Offshore Technology Conference. https://doi.org/10.4043/19589-MS.

3. Carr M. D. Bruton and D. Leslie. 2003. “Lateral buckling and pipeline walking a challenge for hot pipelines.” In Proc. Offshore Pipeline Technology Conf. Houston: Offshore Technology Conference.

4. Carr M. F. Sinclair and D. Bruton. 2006. “Pipeline walking—Understanding the field layout challenges and analytical solutions developed for the SAFEBUCK JIP.” In Proc. Offshore Technology Conf. Houston: Offshore Technology Conference. https://doi.org/10.4043/17945-MS.

5. Pipeline buckling caused by axial loads

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