Effects of GFF bands on normal and high strength concrete cylinders
This paper exemplifies the effects of externally confined Glass Fibre Fabric (GFF) bands on normal and high strength concrete cylinders. Twelve normal and high strength concrete cylinders were cast and tested in the laboratory environment under axial compression to failure. The experimental results...
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uthm-17942011-10-05T03:43:40Z Effects of GFF bands on normal and high strength concrete cylinders J, Jayaprakash Abdul Samad, Abdul Aziz Mohamad, N. Choong, K.K. Megat Azmi, M.J. Badorul, H.A.B. TA401-492 Materials of engineering and construction. Mechanics of materials TA630-695 Structural engineering (General) This paper exemplifies the effects of externally confined Glass Fibre Fabric (GFF) bands on normal and high strength concrete cylinders. Twelve normal and high strength concrete cylinders were cast and tested in the laboratory environment under axial compression to failure. The experimental results show that the degree of confinement of discrete GFF confined high strength concrete cylinders was significantly better than normal strength concrete cylinders with GFF bands, however the ductility of GFF confined high strength concrete cylinders was relatively less than GFF normal strength concrete. It was also found that the application of horizontally oriented GFF bands is the most effective confining pattern than spirally oriented GFF bands. Penerbit UTHM 2010 Article PeerReviewed application/pdf http://eprints.uthm.edu.my/1794/1/ijiev2n2p2.pdf http://penerbit.uthm.edu.my/ J, Jayaprakash and Abdul Samad, Abdul Aziz and Mohamad, N. and Choong, K.K. and Megat Azmi, M.J. and Badorul, H.A.B. (2010) Effects of GFF bands on normal and high strength concrete cylinders. International Journal of Integrated Engineering, 2 (2). pp. 1-8. ISSN 2229-838X http://eprints.uthm.edu.my/1794/ |
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Universiti Tun Hussein Onn Malaysia |
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topic |
TA401-492 Materials of engineering and construction. Mechanics of materials TA630-695 Structural engineering (General) |
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TA401-492 Materials of engineering and construction. Mechanics of materials TA630-695 Structural engineering (General) J, Jayaprakash Abdul Samad, Abdul Aziz Mohamad, N. Choong, K.K. Megat Azmi, M.J. Badorul, H.A.B. Effects of GFF bands on normal and high strength concrete cylinders |
description |
This paper exemplifies the effects of externally confined Glass Fibre Fabric (GFF) bands on
normal and high strength concrete cylinders. Twelve normal and high strength concrete
cylinders were cast and tested in the laboratory environment under axial compression to
failure. The experimental results show that the degree of confinement of discrete GFF
confined high strength concrete cylinders was significantly better than normal strength
concrete cylinders with GFF bands, however the ductility of GFF confined high strength
concrete cylinders was relatively less than GFF normal strength concrete. It was also found
that the application of horizontally oriented GFF bands is the most effective confining pattern
than spirally oriented GFF bands. |
format |
Article |
author |
J, Jayaprakash Abdul Samad, Abdul Aziz Mohamad, N. Choong, K.K. Megat Azmi, M.J. Badorul, H.A.B. |
author_facet |
J, Jayaprakash Abdul Samad, Abdul Aziz Mohamad, N. Choong, K.K. Megat Azmi, M.J. Badorul, H.A.B. |
author_sort |
J, Jayaprakash |
title |
Effects of GFF bands on normal and high strength concrete cylinders |
title_short |
Effects of GFF bands on normal and high strength concrete cylinders |
title_full |
Effects of GFF bands on normal and high strength concrete cylinders |
title_fullStr |
Effects of GFF bands on normal and high strength concrete cylinders |
title_full_unstemmed |
Effects of GFF bands on normal and high strength concrete cylinders |
title_sort |
effects of gff bands on normal and high strength concrete cylinders |
publisher |
Penerbit UTHM |
publishDate |
2010 |
url |
http://penerbit.uthm.edu.my/ http://penerbit.uthm.edu.my/ http://eprints.uthm.edu.my/1794/1/ijiev2n2p2.pdf |
first_indexed |
2018-09-05T10:53:00Z |
last_indexed |
2018-09-05T10:53:00Z |
_version_ |
1610764549053480960 |