000012891 001__ 12891
000012891 005__ 20160920162654.0
000012891 04107 $$aeng
000012891 046__ $$k2016-09-05
000012891 100__ $$aPark, J.S.
000012891 24500 $$aHolding capacity analysis of suction anchors based on the coupled Eulerian-Lagrangian method

000012891 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012891 260__ $$bTaylor and Francis Group, London, UK
000012891 506__ $$arestricted
000012891 520__ $$2eng$$aDetails of a three-dimensional finite element study on the basis of the Coupled EulerianLagrangian method for a holding capacity of suction anchors subject to inclined loads are presented in this paper. A classical finite element method has been widely used to predict a corresponding holding capacity of suction anchors installed into seabed for floaters mooring. But the classical finite element method would happen to make contact problems of interface between soil and suction anchor from pullout loading simulation in the numerical analyses. Whereas a finite element analysis based on the Coupled Eulerian-Lagrangian method is capable of handling contact problems including large deformation of interface between soil and suction anchor. A series of three dimensional finite element analyses based on the Coupled Eulerian-Lagrangian method for suction anchors with length to diameter ratios of 1.5, 3, and 5 were performed. The corresponding holding capacity of suction anchors subject to inclined loads is presented in the vertical and horizontal load interaction diagrams.

000012891 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012891 653__ $$a

000012891 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012891 720__ $$aPark, J.S.$$iWon, J.$$iJoo, Y.S.$$iLee, K.M.$$iRyu, M.
000012891 8560_ $$ffischerc@itam.cas.cz
000012891 8564_ $$s1828223$$uhttps://invenio.itam.cas.cz/record/12891/files/339.pdf$$yOriginal version of the author's contribution as presented on CD, 339.pdf.
000012891 962__ $$r12552
000012891 980__ $$aPAPER