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Shear Response of BFRP-Reinforced Short Beams Using Fiber Reinforced Concrete
https://orcid.org/http://orcid.org/0000-0002-9202-694X
Fiber reinforced polymers (FRP) composites are known for their high strength, lightweight and corrosion-resistance features. Adding basalt and synthetic microfibers in fiber reinforced concrete mixes (FRC) can improve the tensile strength, toughness and ductility as well as the post-cracking behavior of concrete element. This paper describes an experimental investigation to assess the shear behavior of fiber-reinforced short beams reinforced longitudinally with basalt fibers reinforced polymer (BFRP) bars. Three short beams without web reinforcement were constructed and tested under four-point loading test until failure. The ultimate shear capacity along with the load-deformation relationship and failure modes were studied. The experimental results showed a significant strength enhancement in beams reinforced with basalt and synthetic microfibers in comparing to plain concrete beam, as well as an improvement in overall beam ductility is noticed.
Shear Response of BFRP-Reinforced Short Beams Using Fiber Reinforced Concrete
https://orcid.org/http://orcid.org/0000-0002-9202-694X
Fiber reinforced polymers (FRP) composites are known for their high strength, lightweight and corrosion-resistance features. Adding basalt and synthetic microfibers in fiber reinforced concrete mixes (FRC) can improve the tensile strength, toughness and ductility as well as the post-cracking behavior of concrete element. This paper describes an experimental investigation to assess the shear behavior of fiber-reinforced short beams reinforced longitudinally with basalt fibers reinforced polymer (BFRP) bars. Three short beams without web reinforcement were constructed and tested under four-point loading test until failure. The ultimate shear capacity along with the load-deformation relationship and failure modes were studied. The experimental results showed a significant strength enhancement in beams reinforced with basalt and synthetic microfibers in comparing to plain concrete beam, as well as an improvement in overall beam ductility is noticed.
Shear Response of BFRP-Reinforced Short Beams Using Fiber Reinforced Concrete
https://orcid.org/http://orcid.org/0000-0002-9202-694X
Fiber reinforced polymers (FRP) composites are known for their high strength, lightweight and corrosion-resistance features. Adding basalt and synthetic microfibers in fiber reinforced concrete mixes (FRC) can improve the tensile strength, toughness and ductility as well as the post-cracking behavior of concrete element. This paper describes an experimental investigation to assess the shear behavior of fiber-reinforced short beams reinforced longitudinally with basalt fibers reinforced polymer (BFRP) bars. Three short beams without web reinforcement were constructed and tested under four-point loading test until failure. The ultimate shear capacity along with the load-deformation relationship and failure modes were studied. The experimental results showed a significant strength enhancement in beams reinforced with basalt and synthetic microfibers in comparing to plain concrete beam, as well as an improvement in overall beam ductility is noticed.
Shear Response of BFRP-Reinforced Short Beams Using Fiber Reinforced Concrete
Lecture Notes in Civil Engineering
Ilki, Alper (Herausgeber:in) / Ispir, Medine (Herausgeber:in) / Inci, Pinar (Herausgeber:in) / Abed, Farid (Autor:in) / Sabbagh, Mohamad Kusay (Autor:in)
International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering ; 2021 ; Istanbul, Turkey
10th International Conference on FRP Composites in Civil Engineering ; Kapitel: 27 ; 327-334
27.11.2021
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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