Experimental Study on impact of longitudinal reinforcement ratio on deformation capacity of self-compacting high strength concrete beam
Ordinary reinforced concrete is brittle and low strength. To achieve high strength properties, low water cement ratio is required which affects the strain of concrete. Therefore, high strength self-compacting concrete (HSSCC) is developed as it exhibit good strength and strain performance. How...
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| Main Author: | |
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| Format: | Final Year Project |
| Language: | English |
| Published: |
Universiti Teknologi PETRONAS
2018
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| Online Access: | http://utpedia.utp.edu.my/18123/1/1.%20FYP%20Dissertastion_Jake.pdf http://utpedia.utp.edu.my/18123/ |
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| Institution: | Universiti Teknologi Petronas |
| Language: | English |