Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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 (Autor:in) / Sun, Ze-Yang (Autor:in) / Wu, Gang (Autor:in) / Cao, Da-Fu (Autor:in) / Zhang, Zhi-Qin (Autor:in)
Advances in Structural Engineering ; 23 ; 1290-1304
01.05.2020
15 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Flexural Capacity Prediction Model For Steel Fibre-Reinforced Concrete Beams
| Springer Verlag | 2021
Flexural behavior of hybrid FRP/steel reinforced concrete beams
| Tema Archiv | 2015
Flexural Capacity Prediction Model For Steel Fibre-Reinforced Concrete Beams
| DOAJ | 2021
Analytical solutions for flexural design of hybrid steel fiber reinforced concrete beams
| Online Contents | 2015
Flexural Capacity of the Concrete Beams Reinforced by Steel Truss System
| DOAJ | 2017