Crushing and Energy Absorption Characteristics of Combined Geometry Shells at Quasi-Static and Dynamic Strain Rates: Experimental and Numerical Study

dc.contributor.author Taşdemirci, Alper
dc.contributor.author Şahin, Selim
dc.contributor.author Kara, Ali
dc.contributor.author Turan, Ali Kıvanç
dc.coverage.doi 10.1016/j.tws.2014.09.020
dc.date.accessioned 2017-05-16T10:47:47Z
dc.date.available 2017-05-16T10:47:47Z
dc.date.issued 2015
dc.description.abstract The quasi-static and dynamic crushing response and the energy absorption characteristics of combined geometry shells composed of a hemispherical cap and a cylindrical segment were investigated both experimentally and numerically. The inelastic deformation of the shells initiated with the inversion of the hemisphere cap and followed by the axisymmetric or diamond folding of the cylindrical segment depending on the loading rate and dimensions. The fracture of the thinner specimens in dynamic tests was ascribed to the rise of the flow stress to the fracture stress with increasing strain rate. The hemisphere cap absorbed more energy at dynamic rates than at quasi-static rates, while it exhibited lower strain rate and inertia sensitivities than the cylinder segment. For both the hemisphere cap and the cylinder segment, the inertial effect was shown to be more pronounced than strain rate effect at increasing impact velocities. © 2014 Elsevier Ltd. en_US
dc.description.sponsorship Scientific and Technical Council of Turkey (TUBITAK) (112M141) en_US
dc.identifier.citation Taşdemirci, A., Şahin, S., Kara, A., and Turan, K. (2015). Crushing and energy absorption characteristics of combined geometry shells at quasi-static and dynamic strain rates: Experimental and numerical study. Thin-Walled Structures, 86, 83-93. doi:10.1016/j.tws.2014.09.020 en_US
dc.identifier.doi 10.1016/j.tws.2014.09.020 en_US
dc.identifier.doi 10.1016/j.tws.2014.09.020
dc.identifier.issn 0263-8231
dc.identifier.scopus 2-s2.0-84908406634
dc.identifier.uri http://doi.org/10.1016/j.tws.2014.09.020
dc.identifier.uri https://hdl.handle.net/11147/5522
dc.language.iso en en_US
dc.publisher Elsevier Ltd. en_US
dc.relation.ispartof Thin-Walled Structures en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Combined geometry shells en_US
dc.subject Crushing behavior en_US
dc.subject Energy absorption en_US
dc.subject Finite element method en_US
dc.subject Micro inertia en_US
dc.title Crushing and Energy Absorption Characteristics of Combined Geometry Shells at Quasi-Static and Dynamic Strain Rates: Experimental and Numerical Study en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.institutional Taşdemirci, Alper
gdc.author.institutional Şahin, Selim
gdc.author.institutional Kara, Ali
gdc.author.institutional Turan, Kıvanç
gdc.author.yokid 114512
gdc.bip.impulseclass C4
gdc.bip.influenceclass C4
gdc.bip.popularityclass C4
gdc.coar.access open access
gdc.coar.type text::journal::journal article
gdc.collaboration.industrial false
gdc.description.department İzmir Institute of Technology. Mechanical Engineering en_US
gdc.description.endpage 93 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.startpage 83 en_US
gdc.description.volume 86 en_US
gdc.description.wosquality Q1
gdc.identifier.openalex W1985386659
gdc.identifier.wos WOS:000347130100010
gdc.index.type WoS
gdc.index.type Scopus
gdc.oaire.diamondjournal false
gdc.oaire.impulse 8.0
gdc.oaire.influence 4.529592E-9
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gdc.oaire.keywords Finite element method
gdc.oaire.keywords Combined geometry shells
gdc.oaire.keywords Crushing behavior
gdc.oaire.keywords Micro inertia
gdc.oaire.keywords Energy absorption
gdc.oaire.popularity 1.4671791E-8
gdc.oaire.publicfunded false
gdc.oaire.sciencefields 0203 mechanical engineering
gdc.oaire.sciencefields 02 engineering and technology
gdc.oaire.sciencefields 0201 civil engineering
gdc.openalex.collaboration National
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gdc.opencitations.count 31
gdc.plumx.crossrefcites 9
gdc.plumx.facebookshareslikecount 21
gdc.plumx.mendeley 42
gdc.plumx.scopuscites 36
gdc.scopus.citedcount 36
gdc.wos.citedcount 30
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