Experimental Investigation on Composite Deck Slab Made of Cold-Formed Profiled Steel Sheeting
An 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 pr...
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doaj-5486394d627a4824aa34e4fd781f02942021-01-30T00:01:26ZengMDPI AGMetals2075-47012021-01-011122922910.3390/met11020229Experimental Investigation on Composite Deck Slab Made of Cold-Formed Profiled Steel SheetingSiva Avudaiappan0Erick I. Saavedra Flores1Gerardo Araya-Letelier2Walter Jonathan Thomas3Sudharshan N. Raman4Gunasekaran Murali5Mugahed Amran6Maria Karelina7Roman Fediuk8Nikolai Vatin9Departamento de Ingeniería en Obras Civiles, Universidad de Santiago de Chile, Av. Ecuador 3659, Estación Central 9160000, ChileDepartamento de Ingeniería en Obras Civiles, Universidad de Santiago de Chile, Av. Ecuador 3659, Estación Central 9160000, ChileEscuela de Construcción Civil, Pontificia Universidad Católica de Chile, Casilla 306, Correo 22, Santiago 7820436, ChileDepartment of Civil Engineering, V V College of Engineering, Tisaiyanvilai, Tirunelveli, Tamil Nadu 627657, IndiaCivil Engineering Discipline, School of Engineering, Monash University Malaysia, Jalan Lagoon Selatan, Bandar Sunway 47500, Selangor, MalaysiaSchool of Civil Engineering, SASTRA Deemed University, Thanjavur 613401, IndiaDepartment of Civil Engineering, College of Engineering, Prince Sattam Bin Abdulaziz University, Alkharj 11942, Saudi ArabiaDepartment of Machinery Parts and Theory of Mechanisms, Moscow Automobile and Road Construction University, 125319 Moscow, RussiaPolytechnic Institute, Far Eastern Federal University, 690950 Vladivostok, RussiaPeter the Great St. Petersburg Polytechnic University, 195251 St. Petersburg, RussiaAn 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.https://www.mdpi.com/2075-4701/11/2/229composite deck slabsbolted shear connectorsparametric study and geometric shape |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Siva Avudaiappan Erick I. Saavedra Flores Gerardo Araya-Letelier Walter Jonathan Thomas Sudharshan N. Raman Gunasekaran Murali Mugahed Amran Maria Karelina Roman Fediuk Nikolai Vatin |
spellingShingle |
Siva Avudaiappan Erick I. Saavedra Flores Gerardo Araya-Letelier Walter Jonathan Thomas Sudharshan N. Raman Gunasekaran Murali Mugahed Amran Maria Karelina Roman Fediuk Nikolai Vatin Experimental Investigation on Composite Deck Slab Made of Cold-Formed Profiled Steel Sheeting Metals composite deck slabs bolted shear connectors parametric study and geometric shape |
author_facet |
Siva Avudaiappan Erick I. Saavedra Flores Gerardo Araya-Letelier Walter Jonathan Thomas Sudharshan N. Raman Gunasekaran Murali Mugahed Amran Maria Karelina Roman Fediuk Nikolai Vatin |
author_sort |
Siva Avudaiappan |
title |
Experimental Investigation on Composite Deck Slab Made of Cold-Formed Profiled Steel Sheeting |
title_short |
Experimental Investigation on Composite Deck Slab Made of Cold-Formed Profiled Steel Sheeting |
title_full |
Experimental Investigation on Composite Deck Slab Made of Cold-Formed Profiled Steel Sheeting |
title_fullStr |
Experimental Investigation on Composite Deck Slab Made of Cold-Formed Profiled Steel Sheeting |
title_full_unstemmed |
Experimental Investigation on Composite Deck Slab Made of Cold-Formed Profiled Steel Sheeting |
title_sort |
experimental investigation on composite deck slab made of cold-formed profiled steel sheeting |
publisher |
MDPI AG |
series |
Metals |
issn |
2075-4701 |
publishDate |
2021-01-01 |
description |
An 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. |
topic |
composite deck slabs bolted shear connectors parametric study and geometric shape |
url |
https://www.mdpi.com/2075-4701/11/2/229 |
work_keys_str_mv |
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