NDLI: Shear capacity of BFRP reinforced concrete beams without shear reinforcement

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Shear capacity of BFRP reinforced concrete beams without shear reinforcement

Content Provider	Scilit
Author	Hofmann, S. Tran, N. L. Proske, T. Graubner, C. -A.
Copyright Year	2019
Description	This paper deals with an experimental investigation on the shear capacity of BFRP (basalt fibre-reinforced polymer) reinforced concrete (RC) members without shear reinforcement. The difference of BFRP compared to steel reinforcement is its corrosion resistance, electromagnetic neutrality and low thermal conductivity. On the other hand, the modulus of elasticity of BFRP is significant lower than that of steel rebars. This leads to a different behaviour regarding the bond between concrete and BFRP reinforcement and load capacity of RC members. For the application of BFRP RC structures, the load-bearing behaviour has to be evaluated. To study the shear capacity of BFRP RC members, concrete beams under short-term static and centric load were experimentally determined. The results were compared to geometrically same configured specimens with steel reinforcement while several parameters were monitored during the tests. The obtained experimental results were used to evaluate existing shear models of current design guidelines for FRP RC. Book Name: Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications
Related Links	https://content.taylorfrancis.com/books/download?dac=C2018-0-88325-0&isbn=9780429426506&doi=10.1201/9780429426506-264&format=pdf
Ending Page	1536
Page Count	6
Starting Page	1531
DOI	10.1201/9780429426506-264
Language	English
Publisher	Informa UK Limited
Publisher Date	2019-08-21
Access Restriction	Open
Subject Keyword	Book Name: Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications Civil Engineering Reinforcement Concrete Beams Shear Capacity of Bfrp Experimental
Content Type	Text
Resource Type	Chapter

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