Characterization of the anisotropic tensile response of ultra-high performance fibre reinforced cementitious composites

Rui Valente; Aurélio Sine; Mário Pimentel; Sandra Nunes

Characterization of the anisotropic tensile response of ultra-high performance fibre reinforced cementitious composites

Rui Valente, Aurélio Sine, Mário Pimentel, Sandra Nunes

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

Abstract

The tensile behaviour of Ultra-High Performance Fibre Reinforced Cementitious Composites (UHPFRC) is decisive in many structural applications. A non-destructive test method (NDT) based on the magnetic properties of the steel fibres is used to determine suitable fibre content and orientation parameters. These parameters are employed in a constitutive model providing the corresponding directional dependent tensile response, which varies throughout the structure. This information is then provided to the mechanical model of the beams used to simulate the four point bending tests (FPBT). The resulting numerical F-d curves and crack patterns are confronted with those from experimental tests with a good match being generally attained.

Original language	English
Title of host publication	Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering
Editors	Fabrice Gatuingt, Jean-Michel Torrenti
Publisher	International Federation for Structural Concrete
Pages	142-148
Number of pages	7
ISBN (Electronic)	9782940643066
Publication status	Published - 2020
Externally published	Yes
Event	13th fib International PhD Symposium in Civil Engineering - Online due to COVID-19, Paris, France Duration: 26 Aug 2020 → 28 Aug 2020 https://phdsymp2020.sciencesconf.org/

Publication series

Name	Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering

Conference

Conference	13th fib International PhD Symposium in Civil Engineering
Country/Territory	France
City	Paris
Period	26/08/20 → 28/08/20
Internet address	https://phdsymp2020.sciencesconf.org/

Cite this

Valente, R., Sine, A., Pimentel, M., & Nunes, S. (2020). Characterization of the anisotropic tensile response of ultra-high performance fibre reinforced cementitious composites. In F. Gatuingt, & J.-M. Torrenti (Eds.), Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering (pp. 142-148). (Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering). International Federation for Structural Concrete.

Valente, Rui ; Sine, Aurélio ; Pimentel, Mário et al. / Characterization of the anisotropic tensile response of ultra-high performance fibre reinforced cementitious composites. Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering. editor / Fabrice Gatuingt ; Jean-Michel Torrenti. International Federation for Structural Concrete, 2020. pp. 142-148 (Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering).

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title = "Characterization of the anisotropic tensile response of ultra-high performance fibre reinforced cementitious composites",

abstract = "The tensile behaviour of Ultra-High Performance Fibre Reinforced Cementitious Composites (UHPFRC) is decisive in many structural applications. A non-destructive test method (NDT) based on the magnetic properties of the steel fibres is used to determine suitable fibre content and orientation parameters. These parameters are employed in a constitutive model providing the corresponding directional dependent tensile response, which varies throughout the structure. This information is then provided to the mechanical model of the beams used to simulate the four point bending tests (FPBT). The resulting numerical F-d curves and crack patterns are confronted with those from experimental tests with a good match being generally attained.",

author = "Rui Valente and Aur{\'e}lio Sine and M{\'a}rio Pimentel and Sandra Nunes",

year = "2020",

language = "English",

series = "Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering",

publisher = "International Federation for Structural Concrete",

pages = "142--148",

editor = "Fabrice Gatuingt and Jean-Michel Torrenti",

booktitle = "Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering",

note = "13th fib International PhD Symposium in Civil Engineering ; Conference date: 26-08-2020 Through 28-08-2020",

url = "https://phdsymp2020.sciencesconf.org/",

}

Valente, R, Sine, A, Pimentel, M & Nunes, S 2020, Characterization of the anisotropic tensile response of ultra-high performance fibre reinforced cementitious composites. in F Gatuingt & J-M Torrenti (eds), Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering. Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering, International Federation for Structural Concrete, pp. 142-148, 13th fib International PhD Symposium in Civil Engineering, Paris, France, 26/08/20.

Characterization of the anisotropic tensile response of ultra-high performance fibre reinforced cementitious composites. / Valente, Rui; Sine, Aurélio; Pimentel, Mário et al.
Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering. ed. / Fabrice Gatuingt; Jean-Michel Torrenti. International Federation for Structural Concrete, 2020. p. 142-148 (Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering).

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

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Y1 - 2020

N2 - The tensile behaviour of Ultra-High Performance Fibre Reinforced Cementitious Composites (UHPFRC) is decisive in many structural applications. A non-destructive test method (NDT) based on the magnetic properties of the steel fibres is used to determine suitable fibre content and orientation parameters. These parameters are employed in a constitutive model providing the corresponding directional dependent tensile response, which varies throughout the structure. This information is then provided to the mechanical model of the beams used to simulate the four point bending tests (FPBT). The resulting numerical F-d curves and crack patterns are confronted with those from experimental tests with a good match being generally attained.

AB - The tensile behaviour of Ultra-High Performance Fibre Reinforced Cementitious Composites (UHPFRC) is decisive in many structural applications. A non-destructive test method (NDT) based on the magnetic properties of the steel fibres is used to determine suitable fibre content and orientation parameters. These parameters are employed in a constitutive model providing the corresponding directional dependent tensile response, which varies throughout the structure. This information is then provided to the mechanical model of the beams used to simulate the four point bending tests (FPBT). The resulting numerical F-d curves and crack patterns are confronted with those from experimental tests with a good match being generally attained.

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Valente R, Sine A, Pimentel M, Nunes S. Characterization of the anisotropic tensile response of ultra-high performance fibre reinforced cementitious composites. In Gatuingt F, Torrenti JM, editors, Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering. International Federation for Structural Concrete. 2020. p. 142-148. (Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering).

Characterization of the anisotropic tensile response of ultra-high performance fibre reinforced cementitious composites

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