Strut-and-tie approach to shear strength prediction of deep beam
The studies in this thesis mainly focus on the strut-and-tie approach to shear strength prediction of deep beam. Both the non-prestressed and prestressed deep beams as well as deep beams with web openings are considered. Different from the previous studies in this field, the new strut-and-tie approa...
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| 格式: | Theses and Dissertations |
| 語言: | English |
| 出版: |
2009
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| 主題: | |
| 在線閱讀: | http://hdl.handle.net/10356/19393 |
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| 總結: | The studies in this thesis mainly focus on the strut-and-tie approach to shear strength prediction of deep beam. Both the non-prestressed and prestressed deep beams as well as deep beams with web openings are considered. Different from the previous studies in this field, the new strut-and-tie approach is based on the conventional theories of failure, i.e., Mohr-Coulomb's criterion and Kupfer's criterion. Furthermore, the new approach can be derived from first principles and it contains little empiricism. |
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