Non - linear analysis of reinforced concrete beam after crack treatment / Nazri Bin Abdul Wahab
Reinforced Concrete (RC) beam behaves non-linearly when tensile cracks start to appear. These cracks upon treatment had proven to provide the necessary residual strength for the beams to function continually. In this study, a non-linear finite element analysis will be adopted to seek the behaviour o...
محفوظ في:
| المؤلف الرئيسي: | |
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| التنسيق: | أطروحة |
| اللغة: | English |
| منشور في: |
1998
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| الموضوعات: | |
| الوصول للمادة أونلاين: | https://ir.uitm.edu.my/id/eprint/101844/1/101844.pdf |
| الوسوم: |
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| الملخص: | Reinforced Concrete (RC) beam behaves non-linearly when tensile cracks start to appear. These cracks upon treatment had proven to provide the necessary residual strength for the beams to function continually. In this study, a non-linear finite element analysis will be adopted to seek the behaviour of RC beam after crack treatment using ANSYS S.O (Swanson Analysis System), which is a finite element analysis system. The beam will be modelled in threedimensional (3-D) using SOLID 65 element types. The post-cracking streqgm will be measured in terms of load-displacement and stress-strain relationship |
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