Numerical simulation of the wave-induced dynamic response of poro-elastoplastic seabed foundations and a composite breakwater

In this study, an integrated numerical model FSSI-CAS 2D (previously known as POROWSSI 2D) is developed for the problem of wave-elasto-plastic seabed-structure interactions, where the Volume Average Reynolds Average Navier–Stokes (VARANS) equation is taken as the governing equation for wave motion a...

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Veröffentlicht in:	Applied mathematical modelling 2015-01, Vol.39 (1), p.322-347
Hauptverfasser:	Ye, Jianhong, Jeng, Dongsheng, Wang, Ren, Zhu, Changqi
Format:	Artikel
Sprache:	eng
Schlagworte:	Composite breakwater FSSI-CAS 2D Liquefaction Loads (forces) Loose seabed foundations Mathematical analysis Mathematical models Navier-Stokes equations Pastor–Zienkiewicz Mark III Progressive liquefaction Residual liquefaction Sand Sea beds Soil (material)
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