Please use this identifier to cite or link to this item:
https://hdl.handle.net/2440/51930
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dc.contributor.author | Oehlers, D. | - |
dc.contributor.author | Mohamed Sadakkathulla, M. | - |
dc.contributor.author | Griffith, M. | - |
dc.date.issued | 2008 | - |
dc.identifier.citation | Advances in Structural Engineering: an international journal, 2008; 11(3):281-291 | - |
dc.identifier.issn | 1369-4332 | - |
dc.identifier.issn | 2048-4011 | - |
dc.identifier.uri | http://hdl.handle.net/2440/51930 | - |
dc.description.abstract | Reinforced concrete flexural members inherently rely on member ductility to ensure a safe design by allowing for: redistribution of applied stress resultants; quantification of drift for determining magnified moments; and for the absorption of seismic, blast and impact energy. Structural engineers have recognised that much of the member rotation is concentrated in a small region referred to as the plastic hinge and because of the complexity of the problem this has been quantified mainly through testing. In this paper, a new plastic hinge approach that is based on well established shear-friction theory is postulated. The generic behaviour of this novel shear-friction hinge is shown to agree with that exhibited in tests. Furthermore, the shear-friction hinge explains the mechanics of the benefits of confinement, such as that due to FRP encasement or steel stirrups, on the rotational capacity of RC members. | - |
dc.description.statementofresponsibility | Oehlers Deric J., Ali M.S. Mohamed and Griffith Michael C | - |
dc.language.iso | en | - |
dc.publisher | Multi-science Publishing Co. Ltd. | - |
dc.source.uri | http://dx.doi.org/10.1260/136943308785082571 | - |
dc.subject | reinforced concrete | - |
dc.subject | concrete | - |
dc.subject | ductility | - |
dc.subject | rotational capacity | - |
dc.subject | shear-friction | - |
dc.subject | plastic hinge | - |
dc.subject | hinge | - |
dc.subject | concrete confinement | - |
dc.title | Concrete component of the rotational ductility of reinforced concrete flexural members | - |
dc.type | Journal article | - |
dc.identifier.doi | 10.1260/136943308785082571 | - |
pubs.publication-status | Published | - |
dc.identifier.orcid | Mohamed Sadakkathulla, M. [0000-0002-9164-8456] | - |
dc.identifier.orcid | Griffith, M. [0000-0001-9010-3764] | - |
Appears in Collections: | Aurora harvest 5 Civil and Environmental Engineering publications |
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