Modeling of shear bond in composite slab using interface element

Composite slabs utilizing cold-formed steel decks are widely used in construction industries. The behavior of the slabs is governed by shear bond between concrete and the steel deck. Modeling the shear bond correctly is critical in a numerical study of composite slab. This paper pertains with finite...

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Main Author:	Toh, Yik Fung
Format:	Thesis
Language:	English
Published:	2006
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/5386/1/TohYikFungMFKA2006.pdf
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id	my-utm-ep.5386
record_format	uketd_dc
spelling	my-utm-ep.53862018-03-07T20:59:32Z Modeling of shear bond in composite slab using interface element 2006-06 Toh, Yik Fung TA Engineering (General). Civil engineering (General) Composite slabs utilizing cold-formed steel decks are widely used in construction industries. The behavior of the slabs is governed by shear bond between concrete and the steel deck. Modeling the shear bond correctly is critical in a numerical study of composite slab. This paper pertains with finite element study to model the shear bond using an interface element available in LUSAS. The interface element normally used for modeling delamination of plane and crack propagation of a composite material was utilized to study the shear bond behavior in composite slab. Experimental data from published literatures was used to verify the finite element analysis results. The results show that with proper assignment of material parameters to the interface elements, the shear bond in the composite slab can be modeled correctly. 2006-06 Thesis http://eprints.utm.my/id/eprint/5386/ http://eprints.utm.my/id/eprint/5386/1/TohYikFungMFKA2006.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Toh, Yik Fung Modeling of shear bond in composite slab using interface element
description	Composite slabs utilizing cold-formed steel decks are widely used in construction industries. The behavior of the slabs is governed by shear bond between concrete and the steel deck. Modeling the shear bond correctly is critical in a numerical study of composite slab. This paper pertains with finite element study to model the shear bond using an interface element available in LUSAS. The interface element normally used for modeling delamination of plane and crack propagation of a composite material was utilized to study the shear bond behavior in composite slab. Experimental data from published literatures was used to verify the finite element analysis results. The results show that with proper assignment of material parameters to the interface elements, the shear bond in the composite slab can be modeled correctly.
format	Thesis
qualification_level	Master's degree
author	Toh, Yik Fung
author_facet	Toh, Yik Fung
author_sort	Toh, Yik Fung
title	Modeling of shear bond in composite slab using interface element
title_short	Modeling of shear bond in composite slab using interface element
title_full	Modeling of shear bond in composite slab using interface element
title_fullStr	Modeling of shear bond in composite slab using interface element
title_full_unstemmed	Modeling of shear bond in composite slab using interface element
title_sort	modeling of shear bond in composite slab using interface element
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2006
url	http://eprints.utm.my/id/eprint/5386/1/TohYikFungMFKA2006.pdf
_version_	1747814588845391872

Modeling of shear bond in composite slab using interface element

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