Experimental Study of Reactive Powder Reinforced Concrete Beams Strengthened with CFRP for Critical Shear Zones
The behavior and shear strength characteristics of eight SFRHSC beams strengthened with CFRP strips subjected to combined bending and shear are studied in the present research (in addition to a 9th control beam without CFRP strengthening). The studied variables were shear span to effective depth rat...
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| Autors principals: | , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Unviversity of Technology- Iraq
2015-01-01
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| Col·lecció: | Engineering and Technology Journal |
| Matèries: | |
| Accés en línia: | https://etj.uotechnology.edu.iq/article_101783_7b9f778fdddba937f44e9bfe45afff3a.pdf |
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