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

Research output: Contribution to journalArticlepeer-review

19 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 languageEnglish
Article number112223
JournalComposite Structures
Volume243
DOIs
Publication statusPublished - 2020 Jul 1

All Science Journal Classification (ASJC) codes

  • Ceramics and Composites
  • Civil and Structural Engineering

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