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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Main Authors: 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
Format: Article
Language:English
Published: MDPI AG 2021-01-01
Series:Metals
Subjects:
Online Access:https://www.mdpi.com/2075-4701/11/2/229
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spelling 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
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