TY - JOUR
T1 - Experimental investigation on composite deck slab made of cold-formed profiled steel sheeting
AU - Avudaiappan, Siva
AU - Saavedra Flores, Erick I.
AU - Araya-Letelier, Gerardo
AU - Thomas, Walter Jonathan
AU - Raman, Sudharshan N.
AU - Murali, Gunasekaran
AU - Amran, Mugahed
AU - Karelina, Maria
AU - Fediuk, Roman
AU - Vatin, Nikolai
N1 - Funding Information:
The research is partially funded by the Ministry of Science and Higher Education of the Russian Federation as part of World-class Research Center program: Advanced Digital Technologies (contract No. 075-15-2020-934 dated 17 November 2020). S. Avudaiappan and E.I. Saavedra Flores acknowledge funding coming from Universidad de Santiago de Chile, Usach, Proyecto POSTDOC_DICYT, C?digo 052018SF_POSTDOC, Vicerrector?a de Investigaci?n, Desarrollo e Innovaci?n.
Funding Information:
Funding: The research is partially funded by the Ministry of Science and Higher Education of the Russian Federation as part of World-class Research Center program: Advanced Digital Technologies (contract No. 075-15-2020-934 dated 17 November 2020).
Publisher Copyright:
© 2021 by the authors. Licensee MDPI, Basel, Switzerland.
Copyright:
Copyright 2021 Elsevier B.V., All rights reserved.
PY - 2021/2
Y1 - 2021/2
N2 - 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.
AB - 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.
KW - Bolted shear connectors
KW - Composite deck slabs
KW - Parametric study and geometric shape
UR - https://www.scopus.com/pages/publications/85099925891
U2 - 10.3390/met11020229
DO - 10.3390/met11020229
M3 - Article
AN - SCOPUS:85099925891
SN - 2075-4701
VL - 11
JO - Metals
JF - Metals
IS - 2
M1 - 229
ER -