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Failure assessment : comparison of the failure mode between OPC mic and fiber mix concrete slab

This thesis is consisting about the comparison of failure assessment for OPC reinforced concrete slab and fiber added reinforced concrete slabs. The objectives of this thesis are to determine the ultimate load that can withstand by the slabs, the deflection of the slabs, and the crack pattern caused...

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Main Author: Cheng, Kam Hao
Format: Undergraduates Project Papers
Language:English
Published: 2012
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/7864/1/CHENG_KAM_HAO.PDF
http://umpir.ump.edu.my/id/eprint/7864/
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spelling my.ump.umpir.78642021-06-10T04:28:59Z http://umpir.ump.edu.my/id/eprint/7864/ Failure assessment : comparison of the failure mode between OPC mic and fiber mix concrete slab Cheng, Kam Hao TA Engineering (General). Civil engineering (General) This thesis is consisting about the comparison of failure assessment for OPC reinforced concrete slab and fiber added reinforced concrete slabs. The objectives of this thesis are to determine the ultimate load that can withstand by the slabs, the deflection of the slabs, and the crack pattern caused by punching failure. A total four slab samples with dimension of 1.6m X 0.8m X 0.15m are being constructed. The four samples are added with four different proportions of fiber. The first sample is not added any fiber as a control sample. 1.8kg of fiber per i meter cube of concrete is added into the second slab samples. The third sample has 0.9kg of fiber per meter cube of concrete.The fourth sample has 0.45kg of fiber per meter cube of concrete. Load is applied at the center point of the samples until the samples are experiencing punching failure. The ultimate load and the maximum deflections occur during the ultimate load is measured. At the end of the experiment, mapping of the cracks occur at the bottom and side of the slab samples are carried out. The experimental results showed the amount of fiber added into the slab samples will affect the ultimate load and deflection of the samples. The data was analyzed and the conclusion is drawn that fiber with proportion of 0.9kg per meter cube of concrete contributes the highest ultimate load and the lowest deflection. 2012-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/7864/1/CHENG_KAM_HAO.PDF Cheng, Kam Hao (2012) Failure assessment : comparison of the failure mode between OPC mic and fiber mix concrete slab. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang.
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Cheng, Kam Hao
Failure assessment : comparison of the failure mode between OPC mic and fiber mix concrete slab
description This thesis is consisting about the comparison of failure assessment for OPC reinforced concrete slab and fiber added reinforced concrete slabs. The objectives of this thesis are to determine the ultimate load that can withstand by the slabs, the deflection of the slabs, and the crack pattern caused by punching failure. A total four slab samples with dimension of 1.6m X 0.8m X 0.15m are being constructed. The four samples are added with four different proportions of fiber. The first sample is not added any fiber as a control sample. 1.8kg of fiber per i meter cube of concrete is added into the second slab samples. The third sample has 0.9kg of fiber per meter cube of concrete.The fourth sample has 0.45kg of fiber per meter cube of concrete. Load is applied at the center point of the samples until the samples are experiencing punching failure. The ultimate load and the maximum deflections occur during the ultimate load is measured. At the end of the experiment, mapping of the cracks occur at the bottom and side of the slab samples are carried out. The experimental results showed the amount of fiber added into the slab samples will affect the ultimate load and deflection of the samples. The data was analyzed and the conclusion is drawn that fiber with proportion of 0.9kg per meter cube of concrete contributes the highest ultimate load and the lowest deflection.
format Undergraduates Project Papers
author Cheng, Kam Hao
author_facet Cheng, Kam Hao
author_sort Cheng, Kam Hao
title Failure assessment : comparison of the failure mode between OPC mic and fiber mix concrete slab
title_short Failure assessment : comparison of the failure mode between OPC mic and fiber mix concrete slab
title_full Failure assessment : comparison of the failure mode between OPC mic and fiber mix concrete slab
title_fullStr Failure assessment : comparison of the failure mode between OPC mic and fiber mix concrete slab
title_full_unstemmed Failure assessment : comparison of the failure mode between OPC mic and fiber mix concrete slab
title_sort failure assessment : comparison of the failure mode between opc mic and fiber mix concrete slab
publishDate 2012
url http://umpir.ump.edu.my/id/eprint/7864/1/CHENG_KAM_HAO.PDF
http://umpir.ump.edu.my/id/eprint/7864/
_version_ 1703960751687860224
score 13.211869

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