Please use this identifier to cite or link to this item:
https://hdl.handle.net/2440/67012
Citations | ||
Scopus | Web of Science® | Altmetric |
---|---|---|
?
|
?
|
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Muhamad, R. | - |
dc.contributor.author | Mohamed Sadakkathulla, M. | - |
dc.contributor.author | Oehlers, D. | - |
dc.contributor.author | Sheikh, A. | - |
dc.date.issued | 2011 | - |
dc.identifier.citation | Engineering Structures, 2011; 33(4):1098-1106 | - |
dc.identifier.issn | 0141-0296 | - |
dc.identifier.issn | 1873-7323 | - |
dc.identifier.uri | http://hdl.handle.net/2440/67012 | - |
dc.description.abstract | An accurate evaluation of the moment-rotation relationship of reinforced concrete members at both serviceability and ultimate limit states is a very important aspect as rotation has a significant contribution to the deflection of the member and also has a direct impact on the magnified moment, the ability to absorb energy and the redistribution of moments. The rotation in the un-cracked or homogenous parts of a reinforced concrete member can be determined by integrating the curvature using standard procedures. However, in the cracked or non-homogenous regions, rotations are found to have sudden or discrete changes at each crack between their crack faces. This can be quantified by the crack opening produced by the slip δ between the reinforcement and the concrete at the crack face induced by the force in the reinforcing bar P. In this paper, closed form solutions are derived for the P-. δ relationships which are applicable to any type and shape of reinforcement. It is then shown how these closed form solutions can be conveniently used to derive the moment-rotation relationship at a crack. © 2010 Elsevier Ltd. | - |
dc.description.statementofresponsibility | Rahimah Muhamad, M.S. Mohamed Ali, Deric Oehlers, A. Hamid Sheikh | - |
dc.language.iso | en | - |
dc.publisher | Elsevier Sci Ltd | - |
dc.rights | Copyright © 2010 Elsevier Ltd. All rights reserved. | - |
dc.source.uri | http://dx.doi.org/10.1016/j.engstruct.2010.12.022 | - |
dc.subject | Reinforced concrete | - |
dc.subject | Ductility | - |
dc.subject | Hinge | - |
dc.subject | Rotation | - |
dc.subject | Deflection | - |
dc.subject | Reinforcement | - |
dc.title | Load-slip relationship of tension reinforcement in reinforced concrete members | - |
dc.type | Journal article | - |
dc.identifier.doi | 10.1016/j.engstruct.2010.12.022 | - |
dc.relation.grant | http://purl.org/au-research/grants/arc/DP0985828 | - |
dc.relation.grant | http://purl.org/au-research/grants/arc/DP0985828 | - |
pubs.publication-status | Published | - |
dc.identifier.orcid | Mohamed Sadakkathulla, M. [0000-0002-9164-8456] | - |
dc.identifier.orcid | Sheikh, A. [0000-0002-2839-1707] | - |
Appears in Collections: | Aurora harvest 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.