Universiti Teknologi Malaysia Institutional Repository

Quasi-static analysis of composite slab

Abdullah, Redzuan and Poton-Cole, Vidal P. and Samuelm Easterling, W. (2007) Quasi-static analysis of composite slab. Malaysian Journal of Civil Engineering, 19 (2). pp. 91-103. ISSN 1823-7843

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Abstract

This paper presents a method for modeling and analyzing steel deck-concrete composite slabs to obtain quasi-static response using non-linear dynamic finite element analysis. A three-dimensional finite element model of steel-concrete composite slab was developed and analyzed using ABAQUS/Explicit module software. The main considerations included in the model were tensile brittle cracking of concrete, horizontal shear bond behaviour between the concrete and the steel deck and the analysis control. The horizontal shear bond characteristic of the slab model was deduced from bending test data. The finite element modelling and analysis method presented here for composite slabs which failed by a combination of concrete tensile brittle cracking and horizontal shear slip described here was found to be accurate compared to bending test data.

Item Type:Article
Uncontrolled Keywords:composite slabs, quasi-static analysis, non-linear finite element analysis
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:8444
Deposited By: Norshiela Buyamin
Deposited On:30 Apr 2009 09:36
Last Modified:13 Jan 2014 02:54

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