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Cracking behavior of basalt fibre reinforced polymer‐reinforced concrete: An approach for the determination of crack spacing and crack width

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
Artikel, Zweitveröffentlichung, Verlagsversion

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Kurzbeschreibung (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.

Typ des Eintrags: Artikel
Erschienen: 2023
Autor(en): Hofmann, Sebastian ; Tran, Ngoc Linh ; Proske, Tilo ; Graubner, Carl‐Alexander
Art des Eintrags: Zweitveröffentlichung
Titel: Cracking behavior of basalt fibre reinforced polymer‐reinforced concrete: An approach for the determination of crack spacing and crack width
Sprache: Englisch
Publikationsjahr: 27 November 2023
Ort: Darmstadt
Publikationsdatum der Erstveröffentlichung: 2020
Ort der Erstveröffentlichung: Oxford
Verlag: John Wiley & Sons
Titel der Zeitschrift, Zeitung oder Schriftenreihe: Structural Concrete
Jahrgang/Volume einer Zeitschrift: 21
(Heft-)Nummer: 5
DOI: 10.26083/tuprints-00017451
URL / URN: https://tuprints.ulb.tu-darmstadt.de/17451
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Herkunft: Zweitveröffentlichung DeepGreen
Kurzbeschreibung (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.

Freie Schlagworte: FRP, BFRP|, crack spacing, crack width, bond behavior, crack model
Status: Verlagsversion
URN: urn:nbn:de:tuda-tuprints-174513
Sachgruppe der Dewey Dezimalklassifikatin (DDC): 600 Technik, Medizin, angewandte Wissenschaften > 624 Ingenieurbau und Umwelttechnik
Fachbereich(e)/-gebiet(e): 13 Fachbereich Bau- und Umweltingenieurwissenschaften
13 Fachbereich Bau- und Umweltingenieurwissenschaften > Institut für Massivbau
Hinterlegungsdatum: 27 Nov 2023 13:39
Letzte Änderung: 28 Nov 2023 15:06
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