DOI: 10.17077/etd.vszmn6up
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Simulation of fluid-structure interaction for surface ships with linear/nonlinear deformations

Abstract: Interior grid near the bar surface of the fluid boundary layer gird for Case 3: initial grid (top) and deformed grid (bottom) .

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Cited by 4 publications
(6 citation statements)
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“…On the other hand, when the standard method is implemented the resulting position of the cylinder is shifted upwards and does not agree well with the measurements. This finding is consistent with the previously discussed (see section 3.3) limitation of the standard method, which over predicts the net force acting on the structure. To quantitatively compare the accuracy of the two methods, the temporally averaged error of the position of the cylinder is calculated using the following expression:…”
Section: Force Calculation Test Case: Static Buoyant Cylinder Casesupporting
confidence: 93%
See 1 more Smart Citation
“…On the other hand, when the standard method is implemented the resulting position of the cylinder is shifted upwards and does not agree well with the measurements. This finding is consistent with the previously discussed (see section 3.3) limitation of the standard method, which over predicts the net force acting on the structure. To quantitatively compare the accuracy of the two methods, the temporally averaged error of the position of the cylinder is calculated using the following expression:…”
Section: Force Calculation Test Case: Static Buoyant Cylinder Casesupporting
confidence: 93%
“…Some of these studies treat the problem as a single-phase flow, i.e. instead of solving for the two phases, only the water side is computed while the effect of the air is introduced by satisfying the kinematic and dynamic boundary conditions on the free surface (see for example [1,2,3]). Reducing the problem to single-phase flow, and thus neglecting the effect that the air has on the motion of the floating structure, may be a reasonable simplification in specific applications.…”
Section: Introductionmentioning
confidence: 99%
“…In this work, a blended k−ω /k−ε model for turbulence and dynamic overset grids to resolve large amplitude motions were used (Carrica, et al, 2007, Paik, 2010. For large deformations, a nonlinear structure solver based on the FEM (Bhatti, 2006) was applied.…”
Section: Methodsmentioning
confidence: 99%
“…The mode superposition is applied, assuming small deformation response so that the modal responses are independent of each other. The elastic degrees of freedom in terms of the added-mass of water over the ship's hull should be accounted, which corresponds to results from "Wet modes" (Paik, 2010). Fluid structure interaction by accounting for added mass effects in transient dynamic slamming response is described briefly by Thomas et al (2003).…”
Section: Introductionmentioning
confidence: 99%