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...
محفوظ في:
| المؤلف الرئيسي: | |
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| التنسيق: | أطروحة |
| اللغة: | English |
| منشور في: |
1996
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| الموضوعات: | |
| الوصول للمادة أونلاين: | https://ir.uitm.edu.my/id/eprint/100035/1/100035.pdf |
| الوسوم: |
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my-uitm-ir.1000352024-09-03T22:39:32Z Effect of temperature on crack behaviour of reinforced concrete beams / Hashim Saari 1996 Saari, Hashim Beams 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 phenomenon leads to crack direction in consistence with the limit state. A proposed model will be analyzed. Cracks might occur not only due to loading and support conditions but also moment in beam, direct tension, shear, torsion, shrinkage, creep, torque, changing of temperature and others.Reinforcement detailing (1) might lead to thermal cracking and in this study a cracked structural beam is analysed with respect to thermal changes. 1996 Thesis https://ir.uitm.edu.my/id/eprint/100035/ https://ir.uitm.edu.my/id/eprint/100035/1/100035.pdf text en public advanced_diploma Universiti Teknologi MARA (UiTM) Faculty of Civil Engineering |
| institution |
Universiti Teknologi MARA |
| collection |
UiTM Institutional Repository |
| language |
English |
| topic |
Beams |
| spellingShingle |
Beams Saari, Hashim Effect of temperature on crack behaviour of reinforced concrete beams / Hashim Saari |
| description |
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 phenomenon leads to crack direction in consistence with the limit state. A proposed model will be analyzed. Cracks might occur not only due to loading and support conditions but also moment in beam, direct tension, shear, torsion, shrinkage, creep, torque, changing of temperature and others.Reinforcement detailing (1) might lead to thermal cracking and in this study a cracked structural beam is analysed with respect to thermal changes. |
| format |
Thesis |
| qualification_level |
advanced_diploma |
| author |
Saari, Hashim |
| author_facet |
Saari, Hashim |
| author_sort |
Saari, Hashim |
| title |
Effect of temperature on crack behaviour of reinforced concrete beams / Hashim Saari |
| title_short |
Effect of temperature on crack behaviour of reinforced concrete beams / Hashim Saari |
| title_full |
Effect of temperature on crack behaviour of reinforced concrete beams / Hashim Saari |
| title_fullStr |
Effect of temperature on crack behaviour of reinforced concrete beams / Hashim Saari |
| title_full_unstemmed |
Effect of temperature on crack behaviour of reinforced concrete beams / Hashim Saari |
| title_sort |
effect of temperature on crack behaviour of reinforced concrete beams / hashim saari |
| granting_institution |
Universiti Teknologi MARA (UiTM) |
| granting_department |
Faculty of Civil Engineering |
| publishDate |
1996 |
| url |
https://ir.uitm.edu.my/id/eprint/100035/1/100035.pdf |
| _version_ |
1811769049570344960 |