Computational Technology Resources - CCP

E. Jo, M.S. Kim, Y.H. Lee, H. Kim, "Glass Fiber Reinforced Polymer Plates for Shear Reinforcement of Reinforced Concrete Deep Beams", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 195, 2015. doi:10.4203/ccp.108.195

Keywords: glass fiber reinforced polymer, reinforced concrete, deep beam, shear reinforcement, shear strength, strut-and-tie model.

Summary

This paper deals with the application of fiber reinforced polymer (FRP) plates with openings as shear reinforcement for reinforced concrete deep beams. Glass fiber reinforced polymer (GFRP) plate was applied as shear reinforcement for reinforced concrete deep beams. The shear strength of the deep beam shear reinforced with a GFRP plate was evaluated using a shear experiment. The amount shear reinforcement, shear span-to-depth ratio are considered as main variables. Five specimens were constructed for the shear experiment. The investigation of the effect of the shear span-to-depth ratio showed that the shear strength increased as the ratio decreased while the deflection decreased as the ratio decreases. In addition, the shear strength of the concrete deep beam shear reinforced with a GFRP plate was computed using the strut-and-tie model in ACI 318-11. The comparison showed the strut-and-tie model of ACI 318-11 can accurately predict the shear strength of reinforced concrete deep beams with FRP plates.

purchase the full-text of this paper (price £20)

go to the previous paper
go to the next paper
return to the table of contents
return to the book description
purchase this book (price £75 +P&P)

	Computational & Technology Resources an online resource for computational, engineering & technology publications
	not logged in - login
Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 108 PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: J. Kruis, Y. Tsompanakis and B.H.V. Topping Paper 195 Glass Fiber Reinforced Polymer Plates for Shear Reinforcement of Reinforced Concrete Deep Beams E. Jo, M.S. Kim, Y.H. Lee and H. Kim Department of Architectural Engineering, Kyung Hee University, Yongin, Korea doi:10.4203/ccp.108.195 purchase the full-text of this paper Full Bibliographic Reference for this paper E. Jo, M.S. Kim, Y.H. Lee, H. Kim, "Glass Fiber Reinforced Polymer Plates for Shear Reinforcement of Reinforced Concrete Deep Beams", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 195, 2015. doi:10.4203/ccp.108.195 Keywords: glass fiber reinforced polymer, reinforced concrete, deep beam, shear reinforcement, shear strength, strut-and-tie model. Summary This paper deals with the application of fiber reinforced polymer (FRP) plates with openings as shear reinforcement for reinforced concrete deep beams. Glass fiber reinforced polymer (GFRP) plate was applied as shear reinforcement for reinforced concrete deep beams. The shear strength of the deep beam shear reinforced with a GFRP plate was evaluated using a shear experiment. The amount shear reinforcement, shear span-to-depth ratio are considered as main variables. Five specimens were constructed for the shear experiment. The investigation of the effect of the shear span-to-depth ratio showed that the shear strength increased as the ratio decreased while the deflection decreased as the ratio decreases. In addition, the shear strength of the concrete deep beam shear reinforced with a GFRP plate was computed using the strut-and-tie model in ACI 318-11. The comparison showed the strut-and-tie model of ACI 318-11 can accurately predict the shear strength of reinforced concrete deep beams with FRP plates. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £75 +P&P)
Back to top	©Civil-Comp Limited 2023 - terms & conditions