Analysis of FPSO Topside Module Beam Structures through Shell and Beam Concept Modeling Technique
Abstract
Some engineering applications like civil structure, marine & offshore structure demand the evaluation of large structures. This large structure experiences the stress concentrations at the joint interfaces which are major concerns in engineering. The evaluation of large structures is carried out through finite element analysis (FEA) which is having pitfalls of modeling efforts, solution time and memory requirement. The large structures are generally modelled using beam elements due to minimum modelling efforts & solution time in FEA. However, it is difficult to capture the correct stress concentrations at critical locations from beam model. In addition to that, all the load transfer in the beam element model takes place at the single nodal connection. The present study describes a means with which one can reasonably and accurately ascertain the analysis of large beam FPSO topside module structures through concept modeling techniques. Concept modelling is combined model of 1D beam elements and 2D shell elements. The beam elements are used to model members and shell elements are used to model critical joint locations incorporating stiffeners and weld details. Thus single model will provide all significant stresses and accurate results which can useful to investigate structural details for local stress concentration.
Keywords: FEA, 1D, Beam, FPSO, concept modeling
Cite this Article
Rakesh K. Patil, Giridhar Kumar, Nitesh Karanpuria et al. Analysis of FPSO Topside Module Beam Structures Through Shell and Beam Concept Modeling Technique. Journal of Offshore Structure and Technology. 2015; 2(3): 1–8p.
References
Det Norske Veritas. Design of Offshore Steel Structures, General. 2011. 23p.
Det Norske Veritas. Environmental Conditions and Environmental Loads, 2010. 47–49p.
Monaghan D J. Automatically Coupling Elements of Dissimilar Dimension in Finite Element Analysis", Ph.D. Dissertation, Queens University of Belfast. 2000.
Roberto Silva. Geometric Detailing for Large Beam Structures”, Atibaia, SP, Brazil, 2013 ESSS conferences and ANSYS user meetings, TI. 2013.
ANSYS releases 15.0, ANSYS Inc. 2015.
Downloads
Published
Issue
Section
License
Declaration and Copyright Transfer Form
(to be completed by authors)
I/ We, the undersigned author(s) of the submitted manuscript, hereby declare, that the above manuscript which is submitted for publication in the STM Journals(s), is not published already in part or whole (except in the form of abstract) in any journal or magazine for private or public circulation, and, is not under consideration of publication elsewhere.
- I/We will not withdraw the manuscript after 1 week of submission as I have read the Author Guidelines and will adhere to the guidelines.
- I/We Author(s ) have niether given nor will give this manuscript elsewhere for publishing after submitting in STM Journal(s).
- I/ We have read the original version of the manuscript and am/ are responsible for the thought contents embodied in it. The work dealt in the manuscript is my/ our own, and my/ our individual contribution to this work is significant enough to qualify for authorship.
- I/We also agree to the authorship of the article in the following order:
Author’s name
1. ________________
2. ________________
3. ________________
4. ________________
| We Author(s) tick this box and would request you to consider it as our signature as we agree to the terms of this Copyright Notice, which will apply to this submission if and when it is published by this journal. |