@incollection{,
	
					
					
					306405D6E2505643C2B71B0B28F464EC
				,
	author={{Herish A.Hussein} and {ZiaRazzaq} and {Old Dominion University}},
	journal={{Global Journal of Researches in Engineering}},
	journal={{GJRE}}2249-45960975-586110.34257/gjre,
	address={Cambridge, United States},
	publisher={Global Journals Organisation}17319
}

@incollection{b0,
	
	
		,
	title={{Reinforced concrete T-beams externally prestressed with unbonded carbon fiber-reinforced polymer tendons}}
		,
	author={{
			ABennitz
		} and {
			JWSchmidt
		} and {
			JNilimaa
		} and {
			BTäljsten
		} and {
			PGoltermann
		} and {
			DLRavn
		}}
		
		
		
		
		
	
	
		,
	journal={{ACI Structural Journal}}
		
			109
			521
			,
	year={2012}
		
	

}

@incollection{b1,
	
	
		,
	title={{Repair of prestressed concrete beams with damaged steel tendons using post-tensioned carbon fiber-reinforced polymer rods}}
		,
	author={{
			ABurningham
		} and {
			CPPantelides
		} and {
			LDReaveley
		}}
		
		
	
	
		,
	journal={{ACI Structural Journal}}
		
			111
			387
			,
	year={2014}
		
	

}

@incollection{b2,
	
	
		,
	title={{Effectiveness of the extended CFRP U-jacket for strengthening of RCTbeams under combined torsion and shear}}
		,
	author={{
			ADeifalla
		} and {
			Ghobarah
		}}
		
	
	
		,
	booktitle={{The 7th international conference on multi-purpose high rise towers and tall buildings}}
				Dubai, UA
		
			,
	year={2005}
		
	

}

@incollection{b3,
	
	
		,
	title={{Prestressed carbon fiber reinforced polymer sheets for strengthening concrete beams at room and low temperatures}}
		,
	author={{
			REl-Hacha
		} and {
			RGWight
		} and {
			MFGreen
		}}
		
		
	
	
		,
	journal={{Journal of Composites for Construction}}
		
			8
			
			,
	year={2004}
		
	

}

@book{b4,
	
	
		,
	title={{E Prestressed Concrete Inverted Tee Beams with Cfrp for Building Structures 8000 most effective retrofitting schemes investigated herein result in a very significant reduction in the beam deflection}}
		,
	author={{
			KGalal
		} and {
			MSekar
		}}
		
		
	
	,
	note={Rehabilitation of RC inverted-T girders using anchored CFRP sheets}

}

@incollection{b5,
	
	
		,
	title={{}}
	
	
		,
	journal={{Composites Part B: Engineering}}
		
			39
			
			,
	year={2008}
		
	

}

@incollection{b6,
	
	
		,
	title={{Flexural behaviour of reinforced or prestressed concrete beams including strengthening with prestressed carbon fibre reinforced polymer sheets: application of a fracture mechanics approach}}
		,
	author={{
			YJKim
		} and {
			MFGreen
		} and {
			RGWight
		}}
		
		
	
	
		,
	journal={{Canadian Journal of Civil Engineering}}
		
			34
			
			,
	year={2007}
		
	

}

@incollection{b7,
	
	
		,
	title={{Ductility and cracking behavior of prestressed concrete beams strengthened with prestressed CFRP sheets}}
		,
	author={{
			YJKim
		} and {
			CShi
		} and {
			MFGreen
		}}
		
		
	
	
		,
	journal={{Journal of composites for construction}}
		
			12
			
			,
	year={2008}
		
	

}

@incollection{b8,
	
	
		,
	title={{Effects of gradually anchored prestressed CFRP strips bonded on prestressed concrete beams}}
		,
	author={{
			MRezaAram
		} and {
			CCzaderski
		} and {
			MMotavalli
		}}
		
		
	
	
		,
	journal={{Journal of Composites for Construction}}
		
			12
			
			,
	year={2008}
		
	

}

@book{b9,
	
	
		,
	author={{
			PrinceEngineering
		}}
		
		,
	title={{Carbon Fiber used in Fiber Reinforced Plastic Available}}
				
			,
	year={2017. September 25}
		
	

}

@incollection{b10,
	
	
		,
	title={{CFRP Retrofitting Schemes for Prestressed Concrete Box Beamsfor Highway Bridges}}
		,
	author={{
			HAHussein
		} and {
			ZRazzaq
		}}
		
	
	
		,
	journal={{Global Journal of Research In Engineering}}
		
			,
	year={2017}
		
	

}

@book{b11,
	
	
		,
	title={{Design of prestressed concrete structures}}
		,
	author={{
			TYLin
		} and {
			NHBurns
		}}
		
		
			,
	year={1981}
		
	

}

@book{b12,
	
	
		,
	title={{The finite difference method in partial differential equations}}
		,
	author={{
			ARMitchell
		} and {
			DFGriffiths
		}}
		
		
			,
	year={1980}
			,
	publisher={John Wiley}
		
	

}