Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/117096
Citations
Scopus Web of Science® Altmetric
?
?
Type: Journal article
Title: Finite element analysis of prestressed bridge decks using ultra high performance concrete
Author: Fatemi, S.
Ali, M.
Sheikh, A.
Wei, Z.
Citation: Australian Journal of Civil Engineering, 2017; 15(2):93-102
Publisher: Taylor & Francis
Issue Date: 2017
ISSN: 1448-8353
2204-2245
Statement of
Responsibility: 
S.J. Fatemi, M.S. Mohamed Ali, A.H. Sheikh and Z. Wei
Abstract: This paper presents a comprehensive numerical investigation using finite element analysis to assess the load carrying capacity of prestressed skewed bridges using Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) subjected to Australian bridge load configurations. A preliminary study is performed on different types of prestressing modelling techniques to find a suitable mechanism for accurately representing the prestressing force in the bridge structure models. To ensure the accuracy of the modelling methods, the results obtained from this analysis are validated with experimental results. A parametric study is also carried out to investigate the effect of skew angle, UHPFRC strength and the ratio of span width to normal length. It is concluded that UHPFRC material can be fully or partially incorporated into a bridge structure resulting in slender sections thus saving in the concrete quantity, reinforcement and achieving longer spans that are not feasible using the normal concrete.
Keywords: Finite element analysis; prestressed bridge; Ultra-High Performance Fibre Reinforced Concrete; skewed deck
Rights: © 2017 Engineers Australia
RMID: 0030077183
DOI: 10.1080/14488353.2017.1391660
Appears in Collections: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.