Open Access Open Access  Restricted Access Subscription or Fee Access

Analysis of FPSO Topside Module Beam Structures through Shell and Beam Concept Modeling Technique

Rakesh K. Patil, Giridhar Kumar, Nitesh Karanpuria, Ritesh Solanki

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.


Full Text:

PDF

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.


Refbacks

  • There are currently no refbacks.