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A platform for research: civil engineering, architecture and urbanism
Flexural capacity and design of hybrid FRP-steel-reinforced concrete beams
https://orcid.org/0000-0002-2172-8477
https://orcid.org/0000-0001-9040-7303
This study presents a design method for hybrid fiber-reinforced-polymer-steel-reinforced concrete beams by an optimized analysis of the cross section. First, the relationships among the energy consumption, the bearing capacity, and the reinforcement ratio are analyzed; then, the parameters of the cross section are determined. Comparisons between the available theoretical and experimental results show that the designed hybrid fiber-reinforced-polymer-steel-reinforced concrete beams with a low area ratio between the fiber-reinforced polymer and the steel reinforcement could meet the required carrying capacity and exhibited high ductility.
Flexural capacity and design of hybrid FRP-steel-reinforced concrete beams
https://orcid.org/0000-0002-2172-8477
https://orcid.org/0000-0001-9040-7303
This study presents a design method for hybrid fiber-reinforced-polymer-steel-reinforced concrete beams by an optimized analysis of the cross section. First, the relationships among the energy consumption, the bearing capacity, and the reinforcement ratio are analyzed; then, the parameters of the cross section are determined. Comparisons between the available theoretical and experimental results show that the designed hybrid fiber-reinforced-polymer-steel-reinforced concrete beams with a low area ratio between the fiber-reinforced polymer and the steel reinforcement could meet the required carrying capacity and exhibited high ductility.
Flexural capacity and design of hybrid FRP-steel-reinforced concrete beams
https://orcid.org/0000-0002-2172-8477
https://orcid.org/0000-0001-9040-7303
This study presents a design method for hybrid fiber-reinforced-polymer-steel-reinforced concrete beams by an optimized analysis of the cross section. First, the relationships among the energy consumption, the bearing capacity, and the reinforcement ratio are analyzed; then, the parameters of the cross section are determined. Comparisons between the available theoretical and experimental results show that the designed hybrid fiber-reinforced-polymer-steel-reinforced concrete beams with a low area ratio between the fiber-reinforced polymer and the steel reinforcement could meet the required carrying capacity and exhibited high ductility.
Flexural capacity and design of hybrid FRP-steel-reinforced concrete beams
Yang, Yang (author) / Sun, Ze-Yang (author) / Wu, Gang (author) / Cao, Da-Fu (author) / Zhang, Zhi-Qin (author)
Advances in Structural Engineering ; 23 ; 1290-1304
2020-05-01
15 pages
Article (Journal)
Electronic Resource
English
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