Application of Smoothed Particle Hydrodynamics to Structural Cable Analysis

dc.contributor.author Dincer, A. Ersin
dc.contributor.author Demir, Abdullah
dc.date.accessioned 2025-09-25T10:41:02Z
dc.date.available 2025-09-25T10:41:02Z
dc.date.issued 2020
dc.description Dincer, Ali Ersin/0000-0002-4662-894X en_US
dc.description.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. en_US
dc.identifier.doi 10.3390/app10248983
dc.identifier.issn 2076-3417
dc.identifier.scopus 2-s2.0-85097839159
dc.identifier.uri https://doi.org/10.3390/app10248983
dc.identifier.uri https://hdl.handle.net/20.500.12573/3315
dc.language.iso en en_US
dc.publisher MDPI en_US
dc.relation.ispartof Applied Sciences-Basel en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Structural Cable en_US
dc.subject SPH en_US
dc.subject Experiment en_US
dc.subject Shake Table en_US
dc.subject Single-Segment Cable en_US
dc.subject Damping en_US
dc.title Application of Smoothed Particle Hydrodynamics to Structural Cable Analysis en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.id Dincer, Ali Ersin/0000-0002-4662-894X
gdc.author.scopusid 56825490100
gdc.author.scopusid 57208242277
gdc.author.wosid Dinçer, Ersin/Gsi-8485-2022
gdc.author.wosid Demir, Abdullah/Ixx-2300-2023
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gdc.coar.access open access
gdc.coar.type text::journal::journal article
gdc.collaboration.industrial false
gdc.description.department Abdullah Gül University en_US
gdc.description.departmenttemp [Dincer, A. Ersin] Abdullah Gul Univ, Dept Civil Engn, Hydraul Lab, TR-38080 Kayseri, Turkey; [Demir, Abdullah] Abdullah Gul Univ, Dept Civil Engn, Struct Lab, TR-38080 Kayseri, Turkey en_US
gdc.description.issue 24 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q2
gdc.description.startpage 8983
gdc.description.volume 10 en_US
gdc.description.woscitationindex Science Citation Index Expanded
gdc.description.wosquality Q2
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gdc.identifier.wos WOS:000602748800001
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gdc.oaire.keywords Technology
gdc.oaire.keywords damping
gdc.oaire.keywords experiment
gdc.oaire.keywords QH301-705.5
gdc.oaire.keywords T
gdc.oaire.keywords Physics
gdc.oaire.keywords QC1-999
gdc.oaire.keywords SPH
gdc.oaire.keywords Engineering (General). Civil engineering (General)
gdc.oaire.keywords single-segment cable
gdc.oaire.keywords Chemistry
gdc.oaire.keywords structural cable
gdc.oaire.keywords TA1-2040
gdc.oaire.keywords Biology (General)
gdc.oaire.keywords QD1-999
gdc.oaire.keywords shake table
gdc.oaire.popularity 2.9082052E-9
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gdc.oaire.sciencefields 0211 other engineering and technologies
gdc.oaire.sciencefields 02 engineering and technology
gdc.oaire.sciencefields 0201 civil engineering
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gdc.virtual.author Dinçer, Ali Ersin
gdc.virtual.author Demir, Abdullah
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