Hofmann, Sebastian ; Tran, Ngoc Linh ; Proske, Tilo ; Graubner, Carl‐Alexander (2023)
Cracking behavior of basalt fibre reinforced polymer‐reinforced concrete: An approach for the determination of crack spacing and crack width.
In: Structural Concrete, 2020, 21 (5)
doi: 10.26083/tuprints-00017451
Article, Secondary publication, Publisher's Version
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SUCO_SUCO202000156.pdf Copyright Information: CC BY-NC-ND 4.0 International - Creative Commons, Attribution NonCommercial, NoDerivs. Download (2MB) | Preview |
| Item Type: | Article |
|---|---|
| Type of entry: | Secondary publication |
| Title: | Cracking behavior of basalt fibre reinforced polymer‐reinforced concrete: An approach for the determination of crack spacing and crack width |
| Language: | English |
| Date: | 27 November 2023 |
| Place of Publication: | Darmstadt |
| Year of primary publication: | 2020 |
| Place of primary publication: | Oxford |
| Publisher: | John Wiley & Sons |
| Journal or Publication Title: | Structural Concrete |
| Volume of the journal: | 21 |
| Issue Number: | 5 |
| DOI: | 10.26083/tuprints-00017451 |
| Corresponding Links: | |
| Origin: | Secondary publication DeepGreen |
| 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 |
| Status: | Publisher's Version |
| URN: | urn:nbn:de:tuda-tuprints-174513 |
| Classification DDC: | 600 Technology, medicine, applied sciences > 624 Civil engineering and environmental protection engineering |
| Divisions: | 13 Department of Civil and Environmental Engineering Sciences > Institute of Solid Construction |
| Date Deposited: | 27 Nov 2023 13:39 |
| Last Modified: | 09 Jan 2024 08:58 |
| SWORD Depositor: | Deep Green |
| URI: | https://tuprints.ulb.tu-darmstadt.de/id/eprint/17451 |
| PPN: | 51451230X |
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