TY - GEN
T1 - Reliability analyses of clay-embedded offshore pipelines under vertical buckling considering lower-bound pipe-soil capacity
AU - Valle-Molina, Celestino
AU - Najjar, Shadi S.
AU - Alamilla-López, Jorge
AU - Silva-González, Francisco
PY - 2012
Y1 - 2012
N2 - This paper presents the reliability formulation and analyses for studying and quantifying probabilistically the impact of the main parameters involved in the upheaval buckling of offshore buried pipes due to high pressure high temperature conditions (HPHT) on the reliability of the pipeline. Pipelines are considered installed in a clayey trench and naturally covered. The limit state function is established in terms of the vertical pipe-soil capacity and vertical loading. A lower-bound capacity of the pipe-clayey soil system is included in the reliability analysis in order to represent more realistic conditions with regards to the uncertainty in the capacity. The lower-bound capacity is the smallest possible physical limit of the pipe-soil capacity. Reliability assessments using the main parameters that control the vertical buckling in terms of loading and capacity were performed. Consequently, the variations of the reliability index (β) with the vertical imperfection (δ) and the ratio of the cover height (depth of pipe embedment) to the pipe diameter (H/D) were quantified. The reliability index was evaluated by means of Monte Carlo simulations. The inclusion of the lower-bound capacity by means of a left-censored lognormal distribution was found to increase in some cases the values of β.
AB - This paper presents the reliability formulation and analyses for studying and quantifying probabilistically the impact of the main parameters involved in the upheaval buckling of offshore buried pipes due to high pressure high temperature conditions (HPHT) on the reliability of the pipeline. Pipelines are considered installed in a clayey trench and naturally covered. The limit state function is established in terms of the vertical pipe-soil capacity and vertical loading. A lower-bound capacity of the pipe-clayey soil system is included in the reliability analysis in order to represent more realistic conditions with regards to the uncertainty in the capacity. The lower-bound capacity is the smallest possible physical limit of the pipe-soil capacity. Reliability assessments using the main parameters that control the vertical buckling in terms of loading and capacity were performed. Consequently, the variations of the reliability index (β) with the vertical imperfection (δ) and the ratio of the cover height (depth of pipe embedment) to the pipe diameter (H/D) were quantified. The reliability index was evaluated by means of Monte Carlo simulations. The inclusion of the lower-bound capacity by means of a left-censored lognormal distribution was found to increase in some cases the values of β.
KW - Lower-bound pipe-soil capacity
KW - Offshore pipelines
KW - Reliability analysis
KW - Vertical buckling
UR - http://www.scopus.com/inward/record.url?scp=84884487049&partnerID=8YFLogxK
U2 - 10.1115/OMAE2012-83546
DO - 10.1115/OMAE2012-83546
M3 - Contribución a la conferencia
AN - SCOPUS:84884487049
SN - 9780791844915
T3 - Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE
SP - 181
EP - 186
BT - ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2012
T2 - ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2012
Y2 - 1 July 2012 through 6 July 2012
ER -