Fatigue Life Comparison of Modified and Conventional 3 Leg Jacket Offshore Structure

Muhammad Nabil Ghiffary, Murdjito Murdjito, Rudi Walujo Prastianto

Abstract


The jacket structure must be adapted to the conditions of the production field to support economic factors. So, the concept of a modular platform for minimal, low-cost facilities is adopted. However, the design differences will affect the performance of the jacket itself, in other words a modular jacket can withstand the same load as a conventional jacket model but has a different structural performance. Therefore, this research discusses the performance comparison, which includes the fatigue life and the natural period, between conventional and modular jacket structures, which in this study are referred to as modified jackets. Conventional jacket as a comparison structure takes the design basis of the modified structure, including the same structural profiles, and environmental loads. In this study, the two jackets will only be modeled on the jacket part and the superstructure will be modeled as a joint load on the three upper ends of the jacket legs. Fatigue life analysis in this study used the full spectral analysis method. By using SACS software, the natural period of modified jacket is 1.756 s and conventional jacket is 1.472 s. While the lowest fatigue life on modified jacket is 44.98 years and conventional jacket is 9125.79 years.

Keywords


Conventional jacket; modified jacket; natural period; fatigue life

Full Text:

PDF

References


Setyadi, H. F : Analisis Umur Kelelahan Dengan Metode Deterministik dan Spektral Pada Sambungan Tubular Jacket Kaki Tiga Dengan Variasi Kedalaman. Final Project, Department of Ocean Engineering., Sepuluh Nopember Institute of Technology, Surabaya, Indonesia, 2018

Saini, D : A Review Of Stress Concentration Factors In Tubular And Non-Tubular Joints For Design Of Offshore Installations. Journal of Ocean Engineering and Science Volume 1, Issue 3, 2016.

El-Reedy, M. A : Offshore Structures Design, Construction, and Maintenance., Elsevier Ltd., Oxford, UK, 2012

American Petroleum Institute : Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms – Working Stress Design. 21st ed., API Publishing Services, Washington D.C, USA, 2010.

Liu, 1989

Djatmiko, E. B : Analisa Kelelahan Struktur Bangunan Laut. Lecture Module., Department of Ocean Engineering, Sepuluh Nopember Institute of Technology, Surabaya, Indonesia, 2006

Becker, J.M., Bouwkamp, J.G., et al : Fatigue Failure of Welded Tubular Joints., PROC. OFFSHORE TECH. CONF, OTC 1228, 1979

Djatmiko, E. B : Perilaku dan Operabilitas Bangunan Laut di Atas Gelombang Acak., Sepuluh Nopember Institute of Technology, Surabaya, Indonesia, 2012

Almar-Næss, A : Fatigue Handbook of Offshore Steel Structure., Tapir, Trondheim, Norway, 1985.




DOI: http://dx.doi.org/10.12962/j2580-0914.v4i2.9306

Refbacks

  • There are currently no refbacks.


Contact:

IJOCE Editor
Department of Ocean Engineering
Institut Teknologi Sepuluh Nopember (ITS)
Kampus ITS - Sukolilo
Surabaya 60111 - Indonesia
Phone/Fax: +62-31-592 8105
e-mail: ijoce@its.ac.id
           ijoce.oe.its@gmail.com

 


International Journal of Offshore and Coastal Engineering by Department of Ocean Engineering is licensed under a Creative Commons Attribution 4.0 International.

  Lisensi Creative Commons

Based on a work at https://iptek.its.ac.id/index.php/ijoce/index.

klik4d