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Flexuralanalysis of composite one- and two-way sandwich slabs with truss-shaped connectors

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Main Authors: A., Benayoune, A. A., Abang Ali, A. A., Abdul Samad, D. N., Trikha
Format: Article
Language:English
Published: The Institution of Engineers, Malaysia 2011
Subjects:
Defection
Finite element analysis
Precast reinforced concrete
Sandwich slabs
Insulated panels
Online Access:http://dspace.unimap.edu.my/xmlui/handle/123456789/13628
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spelling my.unimap-136282011-09-04T01:09:08Z Flexuralanalysis of composite one- and two-way sandwich slabs with truss-shaped connectors A., Benayoune A. A., Abang Ali A. A., Abdul Samad D. N., Trikha Defection Finite element analysis Precast reinforced concrete Sandwich slabs Insulated panels Link to publisher's homepage at http://www.myiem.org.my/ As a part of a project on the development of an indigenous building system, linear and non-linear finite element analyses (FEA) were carried out to study the behaviour of composite precast concrete sandwich panel (PCSP) under flexure in order to examine feasibility of their usage as slab elements in the construction industry. The FEA results are presented and compared with experimental published data. Good correlation was found between the results obtained from the proposed finite element model and experimentally obtained results. Different aspect ratios of slabs were analysed to study their impact on the behaviour of PCSP as slabs. The effect and orientation of the shear connectors in one or two directions were also investigated. Results in the form of load-deflection curves showed that all the panels behaved linearly before development of the first cracks. The panels were found to behave in a composite manner till the first cracking load. Results also showed that PCSP with truss steel shear connectors has a potential use as one-way slab element as its behaviour was found to be very similar to those of solid slabs especially when the two concrete wythes act in a fully composite manner. However, for practical reasons, the truss shear connectors were not recommended for two-way slabs where composite behaviour is needed in both directions to increase the structural efficiency of the PCSP as two-way acting slabs. The ultimate strength and the degree of composite action desired were found to depend to a large extent upon the stiffness of the shear connector used. An expression to assess the degree of composite action is provided. 2011-09-04T01:09:08Z 2011-09-04T01:09:08Z 2007-03 Article The Journal of the Institution of Engineers, Malaysia, vol. 68(1), 2007, pages 53-60 0126-513X http://myiem.org.my/content/iem_journal_2007-178.aspx http://hdl.handle.net/123456789/13628 en The Institution of Engineers, Malaysia
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Defection
Finite element analysis
Precast reinforced concrete
Sandwich slabs
Insulated panels
spellingShingle Defection
Finite element analysis
Precast reinforced concrete
Sandwich slabs
Insulated panels
A., Benayoune
A. A., Abang Ali
A. A., Abdul Samad
D. N., Trikha
Flexuralanalysis of composite one- and two-way sandwich slabs with truss-shaped connectors
description Link to publisher's homepage at http://www.myiem.org.my/
format Article
author A., Benayoune
A. A., Abang Ali
A. A., Abdul Samad
D. N., Trikha
author_facet A., Benayoune
A. A., Abang Ali
A. A., Abdul Samad
D. N., Trikha
author_sort A., Benayoune
title Flexuralanalysis of composite one- and two-way sandwich slabs with truss-shaped connectors
title_short Flexuralanalysis of composite one- and two-way sandwich slabs with truss-shaped connectors
title_full Flexuralanalysis of composite one- and two-way sandwich slabs with truss-shaped connectors
title_fullStr Flexuralanalysis of composite one- and two-way sandwich slabs with truss-shaped connectors
title_full_unstemmed Flexuralanalysis of composite one- and two-way sandwich slabs with truss-shaped connectors
title_sort flexuralanalysis of composite one- and two-way sandwich slabs with truss-shaped connectors
publisher The Institution of Engineers, Malaysia
publishDate 2011
url http://dspace.unimap.edu.my/xmlui/handle/123456789/13628
_version_ 1643790942234214400
score 13.222552

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