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

土木工程學系

研究成果: Article › 同行評審

24 引文斯高帕斯（Scopus）

摘要

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.

原文	English
文章編號	112223
期刊	Composite Structures
卷	243
DOIs	https://doi.org/10.1016/j.compstruct.2020.112223
出版狀態	Published - 2020 7月 1

All Science Journal Classification (ASJC) codes

陶瓷和複合材料
土木與結構工程

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10.1016/j.compstruct.2020.112223

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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

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