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http://dx.doi.org/10.12989/sem.2006.22.4.511

Application of force-resultant models to the analysis of offshore pipelines  

Cassidy, Mark Jason (Centre for Offshore Foundation Systems, The University of Western Australia)
Publication Information
Structural Engineering and Mechanics / v.22, no.4, 2006 , pp. 511-515 More about this Journal
Keywords
shallow foundations; fluid-structure-soil interaction; plasticity; pipelines; macroelement; strain hardening plasticity;
Citations & Related Records

Times Cited By Web Of Science : 2  (Related Records In Web of Science)
Times Cited By SCOPUS : 3
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1 Hibbit, Karlsson and Sorensen Inc (HKS) (1998), ABAQUS/Standard Theory Manual version 5.8
2 Zhang, J. (2001), 'Geotechnical stability of offshore pipelines in calcareous sand', PhD Thesis, University of Western Australia
3 Zhang, J., Stewart, D.P. and Randolph, M.F. (1999), 'An elasto-plastic model or pipe-soil interaction of unburied pipelines in calcareous sands', Proc. 9th Int. Offshore and Polar Engng Conf., Brest, France, 2, 185-192
4 Zhang, J., Stewart, D.P. and Randolph, M.F. (2002), 'Modelling of shallowly embedded offshore pipelines in calcareous sand', J. Geotech. Geoenviron. Eng., ASCE, 128(5), 363-371   DOI   ScienceOn
5 Houlsby, G.T. and Cassidy, M.J. (2002), 'A plasticity model for the behaviour of footings on sand under combined loading', Geotechnique, 52(2), 117-129   DOI