Please use this identifier to cite or link to this item:
|Title:||A two-phase coupled Eulerian-Lagrangian FEM for offshore spudcan analysis|
|Authors:||Yi, J.T. |
|Keywords:||Coupled-flow Lagrangian analysis|
|Citation:||Yi, J.T., Lee, F.H., Li, Y.P., Zhang, X.Y., Goh, S.H. (2013). A two-phase coupled Eulerian-Lagrangian FEM for offshore spudcan analysis. AIP Conference Proceedings 1558 : 2273-2276. ScholarBank@NUS Repository. https://doi.org/10.1063/1.4825993|
|Abstract:||This paper reports a development of a two-phase coupled Eulerian-Lagrangian FEM for analyzing the short-and long-term response of offshore spudcan footing. The proposed method is composed of three integral components which are effective stress Eulerian analysis for the shrot-term installation behavior of spudcan, mesh-to-mesh solution variable mapping and coupled-flow Lagrangian analysis for the post-installation, long-term working behaviour of spudcan. By combining the advantages of Eulerian and Lagrangian finite element methods, this coupled Eulerian-Lagrangian FEM is tailored to solve offshore foundation problems which often see rapid and large-scale undrained soil flow during installation followed by much longer periods of embedment in the ground during operation. © 2013 AIP Publishing LLC.|
|Source Title:||AIP Conference Proceedings|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Sep 14, 2018
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.