Application of Smoothed Particle Hydrodynamics to Structural Cable Analysis
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Date
2020
Authors
Journal Title
Journal ISSN
Volume Title
Publisher
MDPI
Open Access Color
GOLD
Green Open Access
Yes
OpenAIRE Downloads
91
OpenAIRE Views
145
Publicly Funded
No
Abstract
In this study, a numerical model is proposed for the analysis of a simply supported structural cable. Smoothed particle hydrodynamics (SPH)-a mesh-free, Lagrangian method with advantages for analysis of highly deformable bodies-is utilized to model a cable. In the proposed numerical model, it is assumed that a cable has only longitudinal stiffness in tension. Accordingly, SPH equations derived for solid mechanics are adapted for a structural cable, for the first time. Besides, a proper damping parameter is introduced to capture the behavior of the cable more realistically. In order to validate the proposed numerical model, different experimental and numerical studies available in the literature are used. In addition, novel experiments are carried out. In the experiments, different harmonic motions are applied to a uniformly loaded cable. Results show that the SPH method is an appropriate method to simulate the structural cable.
Description
Dincer, Ali Ersin/0000-0002-4662-894X
ORCID
Keywords
Structural Cable, SPH, Experiment, Shake Table, Single-Segment Cable, Damping, Technology, damping, experiment, QH301-705.5, T, Physics, QC1-999, SPH, Engineering (General). Civil engineering (General), single-segment cable, Chemistry, structural cable, TA1-2040, Biology (General), QD1-999, shake table
Turkish CoHE Thesis Center URL
Fields of Science
0211 other engineering and technologies, 02 engineering and technology, 0201 civil engineering
Citation
WoS Q
Q2
Scopus Q
Q2

OpenCitations Citation Count
2
Source
Applied Sciences-Basel
Volume
10
Issue
24
Start Page
8983
End Page
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Citations
CrossRef : 2
Scopus : 3
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Mendeley Readers : 8
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