Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/126428
Citations
Scopus Web of Science® Altmetric
?
?
Type: Journal article
Title: Flexural performance of pretensioned ultra-high performance fibre reinforced concrete beams with CFRP tendons
Author: Sturm, A.
Visintin, P.
Seracino, R.
Lucier, G.
Oehlers, D.
Citation: Composite Structures, 2020; 243:1-17
Publisher: Elsevier
Issue Date: 2020
ISSN: 0263-8223
1879-1085
Statement of
Responsibility: 
A. B. Sturm, P. Visintin, R. Seracino, G. W. Lucier, D. J. Oehlers
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. These results are then used to validate a rational analysis technique based on the modelling of concrete cracking and crushing through the application of partial interaction mechanics which is then compared to that suggested by codes of practice
Rights: © 2020 Elsevier Ltd. All rights reserved.
DOI: 10.1016/j.compstruct.2020.112223
Appears in Collections:Aurora harvest 8
Civil and Environmental Engineering publications

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.