Strain localization and its impact on the ductility of reinforced concrete slabs containing welded wire reinforcement

Gilbert, RI; Smith, ST

Strain localization and its impact on the ductility of reinforced concrete slabs containing welded wire reinforcement

Gilbert, RI Smith, ST

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Publisher:: Multi Science Publ Co Ltd
Publication Type:: Journal Article
Citation:: Advances In Structural Engineering, 2006, 9 (1), pp. 117 - 127
Issue Date:: 2006-01

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Field	Value	Language
dc.contributor.author	Gilbert, RI	en_US
dc.contributor.author	Smith, ST	en_US
dc.date.issued	2006-01	en_US
dc.identifier.citation	Advances In Structural Engineering, 2006, 9 (1), pp. 117 - 127	en_US
dc.identifier.issn	1369-4332	en_US
dc.identifier.uri	http://hdl.handle.net/10453/4165
dc.description.abstract	Welded wire fabric (WWF) is commonly used in reinforced concrete (r.c.) slabs. WWF is classified in Australia as Class L or low ductility reinforcement and, as such, the characteristic strain at peak stress (termed the uniform elongation) is not less tha	en_US
dc.publisher	Multi Science Publ Co Ltd	en_US
dc.relation.ispartof	Advances In Structural Engineering	en_US
dc.relation.isbasedon	10.1260/136943306776232837	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Strain localization and its impact on the ductility of reinforced concrete slabs containing welded wire reinforcement	en_US
dc.type	Journal Article
utslib.citation.volume	1	en_US
utslib.citation.volume	9	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	1202 Building	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
utslib.copyright.status	closed_access
pubs.consider-herdc	true	en_US
pubs.issue	1	en_US
pubs.volume	9	en_US

Abstract:

Welded wire fabric (WWF) is commonly used in reinforced concrete (r.c.) slabs. WWF is classified in Australia as Class L or low ductility reinforcement and, as such, the characteristic strain at peak stress (termed the uniform elongation) is not less tha

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http://hdl.handle.net/10453/4165