Analytical study on controlled lateral thermal buckling of antisymmetric mode for subsea pipelines triggered by sleepers

2020 ◽  
Vol 71 ◽  
pp. 102728 ◽  
Author(s):  
Zhenkui Wang ◽  
Yougang Tang
2018 ◽  
Vol 122 ◽  
pp. 17-29 ◽  
Author(s):  
Zhenkui Wang ◽  
Yougang Tang ◽  
G.H.M. van der Heijden

2018 ◽  
Vol 58 ◽  
pp. 199-222 ◽  
Author(s):  
Zhenkui Wang ◽  
Yougang Tang ◽  
G.H.M. van der Heijden

2018 ◽  
Vol 168 ◽  
pp. 447-461 ◽  
Author(s):  
Zhenkui Wang ◽  
G.H.M. van der Heijden ◽  
Yougang Tang

Author(s):  
Helio C. Silva-Junior ◽  
Carlos O. Cardoso ◽  
Marco A. P. Carmignotto ◽  
Jose C. Zanutto

Nowadays, the safe operation of HP-HT subsea pipelines resting on seabed must take into account the thermal buckling phenomenon. The transport of oil with high pressure and temperature can cause uncontrolled thermal buckling in subsea pipelines. The failure risk must be carefully evaluated to design the pipeline with safety. Nowadays to control the thermal buckling the use of man made triggers is seen like the best solution for cost and safety of subsea pipelines. Some projects employ man-made triggers to control the thermal buckling in the last years around the world. In this article is presented the system and methodology used to test some solutions in a reduced scale model. Different geometric setups along the model line were tested. Solutions like sleepers, dual sleepers and buoyancy were tested and the geometric and structural behavior monitored. The reduced model has 195 m length, and was developed in the IPT Towing Tank, representing a pipeline section of almost 6 km long. Strains, temperature, pressure and displacements were measured in several sections of the model. Additionally, an imaging technique for the model geometry retrieval was developed. This paper presents the experimental setup developed to investigate the performance of man-made triggers solutions for HP-HT subsea pipelines.


Author(s):  
Zhenkui Wang ◽  
G. H. M. van der Heijden ◽  
Yougang Tang

Abstract Distributed buoyancy method is one of the buckle initiation techniques used to trigger controlled lateral buckling at planned locations for subsea pipelines operating under high temperature and high pressure (HT/HP) conditions. Deviations from a straight profile for pipelines may be introduced by the pipe-laying vessel’s sway motion during the installation process. In this study, analytical solutions of lateral buckling are deduced for imperfect unburied subsea pipelines with a distributed buoyancy section. The effect of initial imperfections on buckled configurations and typical post-buckling behaviours is illustrated and analysed. The results show that, compared to the case without initial imperfection, lateral displacement amplitude becomes larger when initial imperfection exists. Maximum compressive stress increases when wavelength of initial imperfection is smaller than buckled length of pipeline. However, maximum compressive stress decreases when wavelength of initial imperfection is larger than buckled length of pipeline. So it’s better to introduce longer wavelength of initial imperfection.


2021 ◽  
Vol 191 ◽  
pp. 104383
Author(s):  
Licai Yang ◽  
Tian Qiu ◽  
Yang Qiu ◽  
Shanglin Zhang ◽  
Yuguang Li

2015 ◽  
Vol 15 (06) ◽  
pp. 1450088 ◽  
Author(s):  
Shanshan Cheng ◽  
Qi-Wu Yan ◽  
Long-Yuan Li ◽  
Boksun Kim

This paper presents an analytical study on the thermal buckling analysis of axially loaded columns of thin-walled open section with nonuniform sectional properties. Obtained herein are critical loads related to flexural, torsional and flexural-torsional buckling of an I-section column subjected to an axial compressive load applied at the geometric centroid, and under linearly varied non-uniform temperature distribution scenarios. The analysis is accomplished using traditional energy methods. The influences of thermal strain, nonuniform distribution of pre-buckling stresses, and variation of pre-buckling stresses along the longitudinal axis of the column on critical buckling loads are examined. The present results highlight the importance of nonuniform sectional properties in the buckling analysis of columns of doubly symmetric section.


Sign in / Sign up

Export Citation Format

Share Document