dc.contributor.author
Emara, Mohamed Reda Ali Elewa
dc.contributor.author
Baena Muñoz, Marta
dc.contributor.author
Barris Peña, Cristina
dc.contributor.author
Torres Llinàs, Lluís
dc.contributor.author
Moawad, Mohamed
dc.contributor.author
Perera, Ricardo
dc.date.accessioned
2024-06-13T09:51:34Z
dc.date.available
2024-06-13T09:51:34Z
dc.identifier
http://hdl.handle.net/10256/17765
dc.identifier.uri
http://hdl.handle.net/10256/17765
dc.description.abstract
Comunicació de congrés presentada a: Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures-SMAR- (4rt: 13-15 setembre 2017: Zuric, Suïssa)
dc.description.abstract
Although some studies have been carried out to understand the long-term bond
performance of concrete structures strengthened with Near Surface Mounted (NSM) Fiber
Reinforced Polymers (FRPs), which is being considered an important design aspect of safe design,
there is still more effort required. This work presents an experimental campaign to investigate the
effect of sustained load, bonded length and groove width on the time-dependent behavior of
concrete strengthened with NSM CFRP strips. Single shear pull-out tests have been carried out.
Both instantaneous and time-dependent slip values were found to be affected by the investigated
parameters, and the increase of slip due to bond deterioration was more accentuated in those
specimens loaded at 50% of sustained load than those at 25%
dc.format
application/pdf
dc.publisher
International Union of Laboratories and Experts in Construction Materials, Systems and Structures
dc.rights
Tots els drets reservats
dc.rights
info:eu-repo/semantics/openAccess
dc.source
Contribucions a Congressos (D-EMCI)
dc.subject
Assaigs de materials
dc.subject
Materials -- Testing
dc.subject
Formigó armat -- Proves
dc.subject
Reinforced concrete -- Testing
dc.subject
Resistència de materials
dc.subject
Strength of materials
dc.title
Time-dependent bond behavior between NSM CFRP strips and concrete
dc.type
info:eu-repo/semantics/conferenceObject
