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Published: Građevinar 75 (2023) 7
Paper type: Scientific research paper
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Analyses of damaged effects on jacket type offshore platform

Engin Gücüyen, Selim Coşkun, R. Tuğrul Erdem

Abstract

In this paper, an offshore platform subjected to dynamic loading for different damage cases was modelled via fluid-structure interaction (FSI) analysis. Different damage models were considered in the case where one leg was broken, and the Young’s modulus of the damaged member was reduced with four different severity ratios. In addition to the five damaged structures, the undamaged structure was modelled according to two different leg spacing conditions. Thus, the damaged models were compared among themselves as well as with undamaged models. In this study, models were investigated using a numerical FSI technique. The numerical technique was verified using semi-analytical modelling. At this stage, the equation of motion of one of the structural models was solved using a semi-analytical method based on a multi-degree-of-freedom system. In addition, the numerical environment model was verified using a semi-analytical solution of the free-surface motion equation and the wave velocity-wave force curve. An Abaqus finite-element analysis program was used to model the structures and their surroundings. While the structures were modelled using the Lagrangian technique, the fluid surroundings were modelled using the Eulerian technique. Both the conditions of leg spacing and different severity ratios were modelled, and the most negative damage type was revealed.

Keywords
offshore jackets, damaged members, fluid-structure interaction, numerical analysis

HOW TO CITE THIS ARTICLE:

Gücüyen, E., Coşkun, S., Erdem, R. T.: Analyses of damaged effects on jacket type offshore platform, GRAĐEVINAR, 75 (2023) 7, pp. 653-664, doi: https://doi.org/10.14256/JCE.3586.2022

OR:

Gücüyen, E., Coşkun, S., Erdem, R. T. (2023). Analyses of damaged effects on jacket type offshore platform, GRAĐEVINAR, 75 (7), 653-664, doi: https://doi.org/10.14256/JCE.3586.2022

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
Engin GUeCUeYEN WEB
Engin Gücüyen
Celal Bayar University
Faculty of Engineering
Department of Civil Engineering
Selim COKUN WEB
Selim Coşkun
Celal Bayar University
Faculty of Engineering
Department of Civil Engineering
Assoc. Prof. Dr. R. Turul Erdem WEB
R. Tuğrul Erdem
Celal Bayar University, Turkey
Faculty of Engineering
Department of Civil Engineering