Hofmann, Sebastian ; Tran, Linh ; Proske, Tilo ; Graubner, Carl-Alexander (2020)
Cracking behavior of basalt fibre reinforced polymer‐reinforced concrete: An approach for the determination of crack spacing and crack width.
In: Structural Concrete, 21 (5)
doi: 10.1002/suco.202000156
Article, Bibliographie
This is the latest version of this item.
Abstract
The limitation of the crack width is of central importance for the design in the serviceability limit state. For FRP‐reinforced concrete members, the crack width has to be limited for service condition in use and not due to corrosion protection. In this paper, an experimental program of pull‐out tests and slender concrete cylinders with basalt fiber‐reinforced polymer rebars under centric tension load is presented. The used basalt fiber‐reinforced polymer rebars are sand coated and have in addition a helically wrapped thread for a decent profiling. Equations to calculate crack spacing and crack width of FRP‐reinforced concrete is derived and calibrated with the obtained experimental results. Finally, the equations are verified with experimental data from other authors and a crack model is given for reinforced concrete members with FRP rebars with a helically wrapped and sand coated surface.
| Item Type: | Article |
|---|---|
| Erschienen: | 2020 |
| Creators: | Hofmann, Sebastian ; Tran, Linh ; Proske, Tilo ; Graubner, Carl-Alexander |
| Type of entry: | Bibliographie |
| Title: | Cracking behavior of basalt fibre reinforced polymer‐reinforced concrete: An approach for the determination of crack spacing and crack width |
| Language: | English |
| Date: | 2020 |
| Place of Publication: | Oxford |
| Place of primary publication: | Oxford |
| Publisher: | John Wiley & Sons |
| Journal or Publication Title: | Structural Concrete |
| Volume of the journal: | 21 |
| Issue Number: | 5 |
| DOI: | 10.1002/suco.202000156 |
| Corresponding Links: | |
| Abstract: | The limitation of the crack width is of central importance for the design in the serviceability limit state. For FRP‐reinforced concrete members, the crack width has to be limited for service condition in use and not due to corrosion protection. In this paper, an experimental program of pull‐out tests and slender concrete cylinders with basalt fiber‐reinforced polymer rebars under centric tension load is presented. The used basalt fiber‐reinforced polymer rebars are sand coated and have in addition a helically wrapped thread for a decent profiling. Equations to calculate crack spacing and crack width of FRP‐reinforced concrete is derived and calibrated with the obtained experimental results. Finally, the equations are verified with experimental data from other authors and a crack model is given for reinforced concrete members with FRP rebars with a helically wrapped and sand coated surface. |
| Uncontrolled Keywords: | FRP, BFRP|, crack spacing, crack width, bond behavior, crack model |
| Classification DDC: | 600 Technology, medicine, applied sciences > 624 Civil engineering and environmental protection engineering |
| Divisions: | 13 Department of Civil and Environmental Engineering Sciences 13 Department of Civil and Environmental Engineering Sciences > Institute of Solid Construction |
| Date Deposited: | 06 Apr 2021 15:34 |
| Last Modified: | 28 Nov 2023 15:02 |
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| Suche nach Titel in: | TUfind oder in Google |
Available Versions of this Item
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Cracking behavior of basalt fibre reinforced polymer‐reinforced concrete: An approach for the determination of crack spacing and crack width. (deposited 27 Nov 2023 13:39)
- Cracking behavior of basalt fibre reinforced polymer‐reinforced concrete: An approach for the determination of crack spacing and crack width. (deposited 06 Apr 2021 15:34) [Currently Displayed]
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