Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/96047
Citations
Scopus Web of Science® Altmetric
?
?
Type: Journal article
Title: Simulating reinforced concrete members. Part 2: Displacement-based analyses
Author: Oehlers, D.J.
Visintin, P.
Chen, J.F.
Ibell, T.J.
Citation: Proceedings of the Institution of Civil Engineers: Structures and Buildings, 2014; 167(12):718-727
Publisher: ICE
Issue Date: 2014
ISSN: 0965-0911
1751-7702
Statement of
Responsibility: 
Deric J. Oehlers, Phillip Visintin, Jian-Fei Chen and Tim J. Ibell
Abstract: A companion paper described the partial-interaction localised properties that require the development of pseudo properties. If the quantification through experimental testing of these pseudo properties could be removed by the use of mechanics-based models, which is the subject of this paper, then this would: (a) substantially reduce the cost of developing new reinforced concrete products by reducing the amount of testing; (b) increase the accuracy of designing existing and novel reinforced concrete members and structures, bearing in mind that experimentally derived pseudo properties are only applicable within the range of the testing from which they were derived; and (c) reduce the cost and increase the accuracy of developing reinforced concrete design rules. This paper deals with the development of pseudo properties and behaviours directly through mechanics, as opposed to experimental testing, and their incorporation into member global simulations. It also addresses the need for a fundamental shift to displacement-based analyses as opposed to strain-based analyses.
Keywords: buildings; structures & design; concrete structures; strength & testing of materials
Rights: Copyright © ICE Publishing, all rights reserved
RMID: 0030018738
DOI: 10.1680/stbu.13.00072
Grant ID: http://purl.org/au-research/grants/arc/DP0985828
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.