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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Hlavní autoři:	Alaa M. Al-Habbobi, Shakir .A. Al-Mishhadani, Kaiss F. Sarsam
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	Unviversity of Technology- Iraq 2015-01-01
Edice:	Engineering and Technology Journal
Témata:	high strength concrete steel fiber reactive powder concrete cfrp strips end anchorage effect
On-line přístup:	https://etj.uotechnology.edu.iq/article_101783_7b9f778fdddba937f44e9bfe45afff3a.pdf
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