Quasi-static analysis of composite slab

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 mod...

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Main Authors: Abdullah, Redzuan, Poton-Cole, Vidal P., Samuelm Easterling, W.
Format: Article
Language:en
en
Published: Faculty of Civil Engineering, Universiti Teknologi Malaysia 2007
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Online Access:http://eprints.utm.my/8444/4/RedzuanAbdullah2007_QuasiStaticAnalysisofComposite.pdf
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author Abdullah, Redzuan
Poton-Cole, Vidal P.
Samuelm Easterling, W.
author_facet Abdullah, Redzuan
Poton-Cole, Vidal P.
Samuelm Easterling, W.
author_sort Abdullah, Redzuan
building UTM Library
collection Institutional Repository
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
continent Asia
country Malaysia
description 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.
format Article
id my.utm.eprints-8444
institution Universiti Teknologi Malaysia
language en
en
publishDate 2007
publisher Faculty of Civil Engineering, Universiti Teknologi Malaysia
record_format eprints
spelling my.utm.eprints-84442014-01-13T02:54:45Z http://eprints.utm.my/8444/ Quasi-static analysis of composite slab Abdullah, Redzuan Poton-Cole, Vidal P. Samuelm Easterling, W. TA Engineering (General). Civil engineering (General) 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. Faculty of Civil Engineering, Universiti Teknologi Malaysia 2007 Article PeerReviewed application/pdf en http://eprints.utm.my/8444/4/RedzuanAbdullah2007_QuasiStaticAnalysisofComposite.pdf text/html en http://eprints.utm.my/8444/3/index.html 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
spellingShingle TA Engineering (General). Civil engineering (General)
Abdullah, Redzuan
Poton-Cole, Vidal P.
Samuelm Easterling, W.
Quasi-static analysis of composite slab
title Quasi-static analysis of composite slab
title_full Quasi-static analysis of composite slab
title_fullStr Quasi-static analysis of composite slab
title_full_unstemmed Quasi-static analysis of composite slab
title_short Quasi-static analysis of composite slab
title_sort quasi-static analysis of composite slab
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/8444/4/RedzuanAbdullah2007_QuasiStaticAnalysisofComposite.pdf
http://eprints.utm.my/8444/3/index.html
http://eprints.utm.my/8444/
url_provider http://eprints.utm.my/