Flexural performance of pretensioned ultra-high performance fibre reinforced concrete beams with CFRP tendons

A. B. Sturm; P. Visintin; R. Seracino; G. W. Lucier; D. J. Oehlers

doi:10.1016/j.compstruct.2020.112223

Flexural performance of pretensioned ultra-high performance fibre reinforced concrete beams with CFRP tendons

A. B. Sturm, P. Visintin, R. Seracino, G. W. Lucier, D. J. Oehlers

Department of Civil Engineering

Research output: Contribution to journal › Article › peer-review

23 Citations (Scopus)

Abstract

In this paper, the mechanical performance of pretensioned concrete girders manufactured with ultra-high performance fibre reinforced concrete (UHPFRC) and carbon fibre reinforced polymer (CFRP) tendons is explored both experimentally and analytically. For the experimental investigation, four UHPFRC beams with either steel or CFRP tendons are tested under four point bending to failure. Digital image correlation is used to monitor the development of cracks.

Original language	English
Article number	112223
Journal	Composite Structures
Volume	243
DOIs	https://doi.org/10.1016/j.compstruct.2020.112223
Publication status	Published - 2020 Jul 1

All Science Journal Classification (ASJC) codes

Ceramics and Composites
Civil and Structural Engineering

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10.1016/j.compstruct.2020.112223

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AU - Lucier, G. W.

AU - Oehlers, D. J.

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AB - In this paper, the mechanical performance of pretensioned concrete girders manufactured with ultra-high performance fibre reinforced concrete (UHPFRC) and carbon fibre reinforced polymer (CFRP) tendons is explored both experimentally and analytically. For the experimental investigation, four UHPFRC beams with either steel or CFRP tendons are tested under four point bending to failure. Digital image correlation is used to monitor the development of cracks.

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Flexural performance of pretensioned ultra-high performance fibre reinforced concrete beams with CFRP tendons

Abstract

All Science Journal Classification (ASJC) codes

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