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Theoretical and experimental investigation of the time‐dependent relaxation rates of GFRP and BFRP reinforcement bars

Hiesch, Dominik ; Proske, Tilo ; Graubner, Carl‐Alexander ; Bujotzek, Lukas ; El Ghadioui, Redouan (2023)
Theoretical and experimental investigation of the time‐dependent relaxation rates of GFRP and BFRP reinforcement bars.
In: Structural Concrete : Journal of the FIB, 24 (2)
doi: 10.1002/suco.202200212
Artikel, Bibliographie

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Kurzbeschreibung (Abstract)

Cracked concrete members with fiber‐reinforced polymer (FRP) reinforcement generally suffer from increased deflections compared to steel‐reinforced members due to FRP reinforcements' lower modulus of elasticity. An approach to counteract this problem can be the prestressing of the FRP reinforcement, which can significantly reduce member deflections. However, time‐dependent prestress losses occur due creep and shrinkage of the concrete and relaxation of the prestressing tendons. Within the first part of this article, mathematical approaches to determine relaxation rates from creep tests are introduced. Subsequently, short‐term and long‐term tensile tests under sustained load on glass and basalt FRP reinforcement bars are presented. Based on the experimental data and the mathematical model, relaxation rates for the investigated specimens are derived. In addition, using an approach based on logarithmic extrapolation, the relaxation rates at 1 million hours (end of service life) are calculated, and the experimentally determined residual tensile properties are evaluated.

Typ des Eintrags: Artikel
Erschienen: 2023
Autor(en): Hiesch, Dominik ; Proske, Tilo ; Graubner, Carl‐Alexander ; Bujotzek, Lukas ; El Ghadioui, Redouan
Art des Eintrags: Bibliographie
Titel: Theoretical and experimental investigation of the time‐dependent relaxation rates of GFRP and BFRP reinforcement bars
Sprache: Englisch
Publikationsjahr: 2023
Ort: Darmstadt
Verlag: John Wiley & Sons
Titel der Zeitschrift, Zeitung oder Schriftenreihe: Structural Concrete : Journal of the FIB
Jahrgang/Volume einer Zeitschrift: 24
(Heft-)Nummer: 2
DOI: 10.1002/suco.202200212
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Kurzbeschreibung (Abstract):

Cracked concrete members with fiber‐reinforced polymer (FRP) reinforcement generally suffer from increased deflections compared to steel‐reinforced members due to FRP reinforcements' lower modulus of elasticity. An approach to counteract this problem can be the prestressing of the FRP reinforcement, which can significantly reduce member deflections. However, time‐dependent prestress losses occur due creep and shrinkage of the concrete and relaxation of the prestressing tendons. Within the first part of this article, mathematical approaches to determine relaxation rates from creep tests are introduced. Subsequently, short‐term and long‐term tensile tests under sustained load on glass and basalt FRP reinforcement bars are presented. Based on the experimental data and the mathematical model, relaxation rates for the investigated specimens are derived. In addition, using an approach based on logarithmic extrapolation, the relaxation rates at 1 million hours (end of service life) are calculated, and the experimentally determined residual tensile properties are evaluated.

Freie Schlagworte: concrete, creep, fiber‐reinforced polymer, FRP, prestress, relaxation
Zusätzliche Informationen:

Special Theme: Sustainability of Concrete Structures

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: 02 Aug 2024 12:54
Letzte Änderung: 02 Aug 2024 12:54
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