A refined analytical strain analysis method for offshore pipeline under strike-slip fault movement considering strain hardening effect of steel

ABSTRACT

The rapid development of offshore oil and gas resources in recent years has led to a steadily growing importance of the safety of offshore pipelines. Active faults are some of the main geological hazards to which onshore and offshore pipelines may be subjected. In this study, an improved analytical method for estimating the strains in offshore pipelines subjected to strike-slip fault displacement was proposed. The pipe steel was considered as a linear strain hardening material and the soil constraint on pipe was considered as a series of elastic–plastic nonlinear soil springs. Explicit solutions for pipe elongation under fault displacements were derived and a high efficient iterative algorithm was proposed for accurately estimating the strains in the pipe. Better agreements with finite element results were obtained for the pipe strains derived using the proposed model when compared with the previous analytical method (i.e. Newmark method). This study is therefore considered to be a good reference for the design and safety evaluation of offshore pipelines crossing active faults.

KEYWORDS:

• Offshore pipeline
• fault displacement
• pipe–soil interaction
• strain hardening model
• analytical method

Disclosure statement

No potential conflict of interest was reported by the authors.

ORCID

Xiaoben Liu http://orcid.org/0000-0002-1519-3584

Yong Li http://orcid.org/0000-0003-0285-3069

Additional information

Funding

The work was financially supported by China National Key Research and Development Project under grant number 2016YFC0802105, Science Foundation of China University of Petroleum, Beijing (grant numbers 2462018YJRC019, 2462018QZDX03), National Natural Science Foundation of China (grant number 51309236).