Hydro-Elastic Analysis of Standing Submerged Structures Under Seismic Excitations With SPH-FEM Approach
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Date
2020
Authors
Journal Title
Journal ISSN
Volume Title
Publisher
Latin Amer J Solids Structures
Open Access Color
GOLD
Green Open Access
Yes
OpenAIRE Downloads
61
OpenAIRE Views
138
Publicly Funded
No
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] .
Description
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

OpenCitations Citation Count
8
Source
Latin American Journal of Solids and Structures
Volume
17
Issue
9
Start Page
End Page
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Citations
CrossRef : 1
Scopus : 11
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Mendeley Readers : 8
SCOPUS™ Citations
11
checked on Feb 03, 2026
Web of Science™ Citations
11
checked on Feb 03, 2026
Page Views
1
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