Elastic-plastic stress analysis of thermoplastic matrix laminated composite beams

dc.contributor.authorÇallio?lu H.
dc.contributor.authorKöksal N.S.
dc.contributor.authorAtaberk N.
dc.contributor.authorKaynak I.
dc.date.accessioned2020-03-26T16:55:47Z
dc.date.available2020-03-26T16:55:47Z
dc.date.issued2004
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractThis study deals with an elastic-plastic behavior of woven steel fibers reinforced thermoplastic matrix laminated composite beam subjected to a bending moment. The beam consists of symmetric four orthotropic layers and its material is assumed to be strain hardening. The Tsai-Hill theory is used as a yield criterion in the solution. The Bernoulli-Euler hypotheses are utilized for small plastic deformations. The beam lay-up sequences are chosen as [0°]4, [15°/-15°]s, [30°/-30°] s and [45°/45°]s. The bending moment values that begin plastic flow at the upper and lower surfaces of the beam are carried out for various stacking sequences. The variations of the elastic, elastic-plastic and residual stress components versus increasing plastic region spread are given in tables and figures. The transverse displacement is obtained at the free end, numerically.en_US
dc.identifier.endpage64en_US
dc.identifier.issn1300686Xen_US
dc.identifier.issue1en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage49en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/19343
dc.identifier.volume9en_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.relation.ispartofMathematical and Computational Applicationsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectElastic-plastic stres analysisen_US
dc.subjectLaminated composite beamen_US
dc.subjectSmall plastic deformationen_US
dc.titleElastic-plastic stress analysis of thermoplastic matrix laminated composite beamsen_US
dc.typeArticleen_US

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