Hydro-Elastic Analysis of Standing Submerged Structures Under Seismic Excitations With SPH-FEM Approach

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Date

2020

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Journal ISSN

Volume Title

Publisher

Latin Amer J Solids Structures

Open Access Color

GOLD

Green Open Access

Yes

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61

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138

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No
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Abstract

In this paper, a fully coupled fluid structure interaction (FSI) method is used to investigate the hydro-elastic response of a fully submerged standing structure under seismic excitations. Two different domains (solid and fluid) are modelled by mesh based and meshless methods, respectively. Solid domain is modeled by finite element method (FEM) and fluid domain is modeled by smoothed particle hydrodynamics (SPH). Coupling between FEM and SPH is implemented via contact mechanics, and this method differs from others in the way of coupling mechanism. Invading SPH particles are solved together with finite elements by using contact mechanics, then, a fully coupled method is achieved. In the scope of this research, different seismic excitations are applied to a rectangular tank. Half of the tank is filled with water and a submerged rubber plate is attached to its mid bottom. Thus, two-dimensional motion of rubber plate and water is investigated experimentally and simulated numerically. [GRAPHICS] .

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Keywords

FSI, FEM, SPH, Submerged Structures, Earthquake, Near Fault, submerged structures, FEM, earthquake, SPH, FSI, near fault

Turkish CoHE Thesis Center URL

Fields of Science

02 engineering and technology, 0201 civil engineering

Citation

WoS Q

Q3

Scopus Q

Q3
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OpenCitations Citation Count
8

Source

Latin American Journal of Solids and Structures

Volume

17

Issue

9

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End Page

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CrossRef : 1

Scopus : 11

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SCOPUS™ Citations

11

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Web of Science™ Citations

11

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1

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1.30706016

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