Experimental investigation on composite slabs - punching, flexural and vertical shear failure

This Final Year Project report covers the research and work done by the author on composite slabs. From 2010, Singapore made a move from British Standards to Eurocodes on the design of structural members. Composite structure is one of them. The purpose of this project is to compare the use of Eur...

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Bibliographic Details
Main Author: Lee, Cailin.
Other Authors: Chiew Sing Ping
Format: Final Year Project (FYP)
Language:English
Published: 2012
Subjects:
Online Access:http://hdl.handle.net/10356/49224
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author Lee, Cailin.
author2 Chiew Sing Ping
author_facet Chiew Sing Ping
Lee, Cailin.
author_sort Lee, Cailin.
collection NTU
description This Final Year Project report covers the research and work done by the author on composite slabs. From 2010, Singapore made a move from British Standards to Eurocodes on the design of structural members. Composite structure is one of them. The purpose of this project is to compare the use of Eurocode to British Standards on the design of composite slabs and to determine the criticality of punching shear, flexural failure and vertical shear to longitudinal shear. The key factor in the design of composite slab structure is the bonding between the profile steel decking and the concrete. The bonding has to be strong to ensure that the structure acts in a single unit and not as separate elements. In this report, the focus is to determine the more critical failure mode between punching shear, vertical shear and flexural failure.
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spelling ntu-10356/492242023-03-03T17:23:48Z Experimental investigation on composite slabs - punching, flexural and vertical shear failure Lee, Cailin. Chiew Sing Ping School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design This Final Year Project report covers the research and work done by the author on composite slabs. From 2010, Singapore made a move from British Standards to Eurocodes on the design of structural members. Composite structure is one of them. The purpose of this project is to compare the use of Eurocode to British Standards on the design of composite slabs and to determine the criticality of punching shear, flexural failure and vertical shear to longitudinal shear. The key factor in the design of composite slab structure is the bonding between the profile steel decking and the concrete. The bonding has to be strong to ensure that the structure acts in a single unit and not as separate elements. In this report, the focus is to determine the more critical failure mode between punching shear, vertical shear and flexural failure. Bachelor of Engineering (Civil) 2012-05-16T03:09:04Z 2012-05-16T03:09:04Z 2012 2012 Final Year Project (FYP) http://hdl.handle.net/10356/49224 en Nanyang Technological University 53 p. application/pdf
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Lee, Cailin.
Experimental investigation on composite slabs - punching, flexural and vertical shear failure
title Experimental investigation on composite slabs - punching, flexural and vertical shear failure
title_full Experimental investigation on composite slabs - punching, flexural and vertical shear failure
title_fullStr Experimental investigation on composite slabs - punching, flexural and vertical shear failure
title_full_unstemmed Experimental investigation on composite slabs - punching, flexural and vertical shear failure
title_short Experimental investigation on composite slabs - punching, flexural and vertical shear failure
title_sort experimental investigation on composite slabs punching flexural and vertical shear failure
topic DRNTU::Engineering::Civil engineering::Structures and design
url http://hdl.handle.net/10356/49224
work_keys_str_mv AT leecailin experimentalinvestigationoncompositeslabspunchingflexuralandverticalshearfailure