A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Influence of Basalt Fiber Dispersed Reinforcement on the Work of Concrete Beams with Non-metallic Composite Reinforcement
https://orcid.org/http://orcid.org/0000-0002-0040-5900
https://orcid.org/http://orcid.org/0000-0003-1244-1738
https://orcid.org/http://orcid.org/0000-0002-0615-5404
https://orcid.org/http://orcid.org/0000-0002-0515-1663
Recently, non-metallic composite reinforcement has been used more frequently to reinforce concrete beam structures. It has a number of advantages in comparison with steel: much greater tensile strength, high corrosion resistance, low weight, dielectric constant. However, non-metallic composite reinforcement has a lower elasticity compared to steel, and beams reinforced with non-metallic composite reinforcement have worse characteristics of deformability and crack resistance. To improve these characteristics, dispersed basalt fiber reinforcement of concrete beams with non-metallic composite reinforcement has been proposed, the effectiveness of which has been proven experimentally. The test specimens were beams with a cross section of 100 × 200 mm and a length of 2100 mm, which were made of laboratory-made concrete. The basic reinforcement of each of the beams was one rod of working basalt-plastic reinforcement type ANPB with length of 2080 mm (diameter varied in series: 4, 6, 8, 10, 12 or 13 mm). The beams were tested on a power bench according to the scheme of pure bending – two concentrated forces located in the thirds of the run, transmitting the load from the hydraulic jack.
Influence of Basalt Fiber Dispersed Reinforcement on the Work of Concrete Beams with Non-metallic Composite Reinforcement
https://orcid.org/http://orcid.org/0000-0002-0040-5900
https://orcid.org/http://orcid.org/0000-0003-1244-1738
https://orcid.org/http://orcid.org/0000-0002-0615-5404
https://orcid.org/http://orcid.org/0000-0002-0515-1663
Recently, non-metallic composite reinforcement has been used more frequently to reinforce concrete beam structures. It has a number of advantages in comparison with steel: much greater tensile strength, high corrosion resistance, low weight, dielectric constant. However, non-metallic composite reinforcement has a lower elasticity compared to steel, and beams reinforced with non-metallic composite reinforcement have worse characteristics of deformability and crack resistance. To improve these characteristics, dispersed basalt fiber reinforcement of concrete beams with non-metallic composite reinforcement has been proposed, the effectiveness of which has been proven experimentally. The test specimens were beams with a cross section of 100 × 200 mm and a length of 2100 mm, which were made of laboratory-made concrete. The basic reinforcement of each of the beams was one rod of working basalt-plastic reinforcement type ANPB with length of 2080 mm (diameter varied in series: 4, 6, 8, 10, 12 or 13 mm). The beams were tested on a power bench according to the scheme of pure bending – two concentrated forces located in the thirds of the run, transmitting the load from the hydraulic jack.
Influence of Basalt Fiber Dispersed Reinforcement on the Work of Concrete Beams with Non-metallic Composite Reinforcement
https://orcid.org/http://orcid.org/0000-0002-0040-5900
https://orcid.org/http://orcid.org/0000-0003-1244-1738
https://orcid.org/http://orcid.org/0000-0002-0615-5404
https://orcid.org/http://orcid.org/0000-0002-0515-1663
Recently, non-metallic composite reinforcement has been used more frequently to reinforce concrete beam structures. It has a number of advantages in comparison with steel: much greater tensile strength, high corrosion resistance, low weight, dielectric constant. However, non-metallic composite reinforcement has a lower elasticity compared to steel, and beams reinforced with non-metallic composite reinforcement have worse characteristics of deformability and crack resistance. To improve these characteristics, dispersed basalt fiber reinforcement of concrete beams with non-metallic composite reinforcement has been proposed, the effectiveness of which has been proven experimentally. The test specimens were beams with a cross section of 100 × 200 mm and a length of 2100 mm, which were made of laboratory-made concrete. The basic reinforcement of each of the beams was one rod of working basalt-plastic reinforcement type ANPB with length of 2080 mm (diameter varied in series: 4, 6, 8, 10, 12 or 13 mm). The beams were tested on a power bench according to the scheme of pure bending – two concentrated forces located in the thirds of the run, transmitting the load from the hydraulic jack.
Influence of Basalt Fiber Dispersed Reinforcement on the Work of Concrete Beams with Non-metallic Composite Reinforcement
Lecture Notes in Civil Engineering
Blikharskyy, Zinoviy (editor) / Koval, Petro (author) / Koval, Maksym (author) / Balabukh, Yaroslav (author) / Hrymak, Oleh (author)
International Scientific Conference EcoComfort and Current Issues of Civil Engineering ; 2020 ; Lviv, Ukraine
2020-08-17
7 pages
Article/Chapter (Book)
Electronic Resource
English
Strengthening Concrete Beams with Basalt Fiber Reinforcement: Enhancing Impact Resistance
| Springer Verlag | 2024
Basalt reinforcement in concrete beams in flexure
British Library Online Contents | 2014
Influence of dispersed reinforcement on frost resistance of high-strength basalt concrete
| DOAJ | 2023
Reinforcement of Prefabricate Concrete Beams with Basalt-Epoxy Bars
| British Library Conference Proceedings | 2014