Technical Papers
Sep 8, 2022

Failure Analysis and Safety Assessment of Offshore Platform under Different Ship Collision Scenarios by Numerical Simulation

Publication: Journal of Performance of Constructed Facilities
Volume 36, Issue 6

Abstract

Quantitative safety assessment of offshore platforms under ship collision is a hot topic. Numerical simulation is a powerful tool to evaluate the damage and failure mode of offshore structures under collision. This paper incorporates an element-coupling method into the simulation of ship-platform collision, in which the jacket platform is established using different elements to reduce the modelling costs of the traditional pure shell element modeling method. The coupling method for connecting the interfaces of different elements is proposed and validated through a case study. Further, numerical simulations are carried out for different collision scenarios with collision velocity from 1 to 5  m/s. According to the simulation results, three different types of failure modes of the jacket are identified namely as “Local denting,” “Brace buckling,” and “K-joint rupture” corresponding to low-energy collision, medium-energy collision, and high-energy collision scenarios, respectively. Also, the detailed failure mechanism of the collision area under a typical high-energy collision is assessed. The collision process is divided into six stages according to the analysis of collision force results. The safety of the jacket platform under collision is assessed through the overall results of vibration acceleration and horizontal displacement. The work in this paper can greatly reduce the modeling efforts and calculating costs, and is thus suitable for conducting numerical analysis of failure mode and collision process in a more efficient way.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors would like to acknowledge that the work described in this paper is funded by Projects (Nos. 51879272 and 52111530036) supported the National Natural Science Foundation of China, China; and Shandong Key R&D Program (2019GHY112046), China; and the Fundamental Research Funds for the Central Universities (No. 22CX03022A), China.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 36Issue 6December 2022

History

Received: Sep 14, 2021
Accepted: Jun 27, 2022
Published online: Sep 8, 2022
Published in print: Dec 1, 2022
Discussion open until: Feb 8, 2023

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Associate Professor, College of Pipeline and Civil Engineering, China Univ. of Petroleum (East China), Qingdao 266580, China; Associate Professor, Center for Offshore Engineering and Safety Technology (COEST), China Univ. of Petroleum (East China), Qingdao 266580, China (corresponding author). ORCID: https://orcid.org/0000-0003-1534-8299. Email: [email protected]
Lecturer, College of Science, China Univ. of Petroleum (East China), Qingdao 266580, China. Email: [email protected]
Uzdin Alexander Moiseevish [email protected]
Professor, Faculty of Transport Construction, Dept. of Mechanics and Strength of Materials and Structures, Emperor Alexander I St. Petersburg State Transport Univ., St. Petersburg 190031, Russia. Email: [email protected]
Master’s Candidate, College of Pipeline and Civil Engineering, China Univ. of Petroleum (East China), Qingdao 266580, China. Email: [email protected]
Haochen Luan [email protected]
Master’s Candidate, College of Pipeline and Civil Engineering, China Univ. of Petroleum (East China), Qingdao 266580, China. Email: [email protected]
Guoming Chen [email protected]
Professor, Center for Offshore Engineering and Safety Technology (COEST), China Univ. of Petroleum (East China), Qingdao 266580, China. Email: [email protected]

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