Assessment Of Hook End Steel Fibre As A Substitute Material In High Performance Concrete Beam
A study was done to identify the optimum fibre content to achieve maximum flexural capacity of high performance concrete beam. Hook end steel fibre of diameter 0.75 mm and 60 mm length have been used. The proportion of steel fibre that have been used are 0%, 1%, 2% and 3% by mass, this is done by...
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| Format: | Monograph |
| Language: | English |
| Published: |
Universiti Sains Malaysia
2019
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| Online Access: | http://eprints.usm.my/58721/1/Assessment%20Of%20Hook%20End%20Steel%20Fibre%20As%20A%20Substitute%20Material%20In%20High%20Performance%20Concrete%20Beam.pdf http://eprints.usm.my/58721/ |
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| Institution: | Universiti Sains Malaysia |
| Language: | English |