Effect of temperature on crack behaviour of reinforced concrete beams / Hashim Saari
Behaviour of crack propagation can be predicted upon load application on normal Reinforced Concrete Beams. In most conventional method of reinforced concrete analysis, cracks are formed in the principal stress direction and are not allowed to change direction with the change in state. This phenomeno...
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| 主要作者: | |
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| 格式: | Thesis |
| 語言: | English |
| 出版: |
1996
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| 主題: | |
| 在線閱讀: | https://ir.uitm.edu.my/id/eprint/100035/1/100035.pdf |
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