Stress-strain model for partial CFRP confined concrete

Ferreira, Débora; Barros, Joaquim

Publication

Stress-strain model for partial CFRP confined concrete

2008Conference object

dc.contributor.author	Ferreira, Débora
dc.contributor.author	Barros, Joaquim
dc.date.accessioned	2018-02-15T14:26:25Z
dc.date.available	2018-02-15T14:26:25Z
dc.date.issued	2008
dc.description.abstract	The Harajli et al. analytical model was modified in order to predict the compression stress-strain behaviour of reinforced concrete column elements partially and totally confined by CFRP lay-up sheets. The main results of the experimental program are hereby presented and analysed. The model’s performance is assessed using the experimental results.	pt_PT
dc.description.version	info:eu-repo/semantics/publishedVersion	pt_PT
dc.identifier.citation	Ferreira, Débora; Barros, Joaquim (2008). Stress-strain model for partial CFRP confined concrete. In CCC2008 - Challenges for Civil Construction. Porto	pt_PT
dc.identifier.isbn	978-972-752-100-5
dc.identifier.uri	http://hdl.handle.net/10198/15769
dc.language.iso	eng	pt_PT
dc.peerreviewed	yes	pt_PT
dc.rights.uri	http://creativecommons.org/licenses/by/4.0/	pt_PT
dc.subject	Carbon fiber reinforced polymers	pt_PT
dc.subject	Confinement	pt_PT
dc.subject	Concrete	pt_PT
dc.subject	columns	pt_PT
dc.subject	Confinement model	pt_PT
dc.title	Stress-strain model for partial CFRP confined concrete	pt_PT
dc.type	conference object
dspace.entity.type	Publication
oaire.citation.conferencePlace	Porto	pt_PT
oaire.citation.title	CCC2008 - Challenges for Civil Construction	pt_PT
person.familyName	Ferreira
person.givenName	Débora
person.identifier.ciencia-id	D81C-FDAD-4D8A
person.identifier.orcid	0000-0002-5195-8265
person.identifier.scopus-author-id	35334023200
rcaap.rights	openAccess	pt_PT
rcaap.type	conferenceObject	pt_PT
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