Impact of Transverse Reinforcement Ratio on Flexural Behaviour of Self Compact High Strength Concrete (SCHSC) Beams
This research focuses on the study of the influence of transverse reinforcement ratio on failure behaviour of Self Compact High Strength Concrete (SCHSC) with and without steel fibres. In this study, the mechanical properties of the SCHSC is been tested in term of compressive, tensile and flexura...
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| Format: | Final Year Project |
| Language: | English |
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Universiti Teknologi PETRONAS
2018
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| Online Access: | http://utpedia.utp.edu.my/22687/1/Dissertation.pdf http://utpedia.utp.edu.my/22687/ |
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