Experimental Investigation on Composite Deck Slab Made of Cold-Formed Profiled Steel Sheeting

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dc.contributor.authorAvudaiappan, Siva
dc.contributor.authorSaavedra Flores, Erick I.
dc.contributor.authorAraya-Letelier, Gerardo
dc.contributor.authorThomas, Walter Jonathan
dc.contributor.authorRaman, Sudharshan N.
dc.contributor.authorMurali, Gunasekaran
dc.contributor.authorAmran, Mugahed
dc.contributor.authorKarelina, Maria
dc.contributor.authorFediuk, Roman
dc.contributor.authorVatin, Nikolai
dc.date.accessioned2023-05-19T20:46:59Z
dc.date.available2023-05-19T20:46:59Z
dc.date.issued2021
dc.description.abstractAn experimental investigation is performed on various cold-formed profiled sheets to study the connection behavior of composite deck slab actions using bolted shear connectors. Various profiles like dovetailed (or) re-entrant profiles, rectangular profiles and trapezoidal profiles are used in the present investigation. This experimental investigation deals with the evaluation of various parameters such as the ultimate load carrying capacity versus deflection, load versus slip, ductility ratio, strain energy and modes of failure in composite slab specimens with varying profiles. From the test results the performance of dovetailed profiled composite slabs' resistance is significantly higher than the other two profiled composite deck slabs.
dc.fechaingreso.objetodigital2024-12-19
dc.fuente.origenORCID-mayo23
dc.identifier.doi10.3390/met11020229
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/69932
dc.identifier.wosidWOS:000622782600001
dc.issue.numeroNo. 2
dc.language.isoen
dc.nota.accesocontenido completo
dc.pagina.final17
dc.pagina.inicio1
dc.revistaMetals
dc.rightsacceso abierto
dc.subject.ods11 Sustainable cities and communities
dc.subject.odspa11 Ciudades y comunidades sostenibles
dc.titleExperimental Investigation on Composite Deck Slab Made of Cold-Formed Profiled Steel Sheetinges_ES
dc.typeartículo
dc.volumenVol. 11
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