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...
محفوظ في:
| المؤلف الرئيسي: | |
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| مؤلفون آخرون: | |
| التنسيق: | Theses and Dissertations |
| اللغة: | English |
| منشور في: |
2009
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| الموضوعات: | |
| الوصول للمادة أونلاين: | http://hdl.handle.net/10356/19393 |
| الوسوم: |
إضافة وسم
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| الملخص: | 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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