Equivalent rectangular stress distribution in thermoplastic beam design

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dc.contributor.authorCoskun, Hilmi
dc.date.accessioned2024-09-18T20:20:06Z
dc.date.available2024-09-18T20:20:06Z
dc.date.issued2015
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.description.abstractThermoplastics with and without fiber-reinforced plastic reinforcement are currently being used in waterfront applications, for example, in piers instead of timber and reinforced concrete pilings. Although the use of thermoplastics as the compression members exists, they have not been used as the flexural members in civil engineering structures such as bridges or building. To be able to safely use these materials as flexural elements in structures, the suitability of the design procedures needs to be investigated. In this study, ultimate strength design procedure similar to the one used in concrete structures was developed for thermoplastic beams. Experimental data were also provided for comparison. Although the needed coefficients used in the procedure need modifications by more experiments, the developed procedure shall be valuable for practicing engineer using familiar procedures of reinforced concrete design.en_US
dc.identifier.doi10.1177/0892705713513286
dc.identifier.endpage1481en_US
dc.identifier.issn0892-7057
dc.identifier.issn1530-7980
dc.identifier.issue11en_US
dc.identifier.scopus2-s2.0-84943644301en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage1465en_US
dc.identifier.urihttps://doi.org/10.1177/0892705713513286
dc.identifier.urihttps://hdl.handle.net/20.500.12483/10054
dc.identifier.volume28en_US
dc.identifier.wosWOS:000362730600001en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSage Publications Ltden_US
dc.relation.ispartofJournal of Thermoplastic Composite Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectFiber-reinforced plasticen_US
dc.subjectflexural behavioren_US
dc.subjectrecycled plasticsen_US
dc.subjectHDPEen_US
dc.subjectcivil engineeringen_US
dc.titleEquivalent rectangular stress distribution in thermoplastic beam designen_US
dc.typeArticleen_US

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