| dc.contributor.author |
R. CRUZ
|
pt_BR |
| dc.contributor.author |
L. CORREIA
|
pt_BR |
| dc.contributor.author |
Cabral-Fonseca, S.
|
pt_BR |
| dc.contributor.author |
J. SENA-CRUZ
|
pt_BR |
| dc.date.accessioned |
2023-12-21T14:55:06Z |
pt_BR |
| dc.date.accessioned |
2024-03-05T18:06:34Z |
|
| dc.date.available |
2023-12-21T14:55:06Z |
pt_BR |
| dc.date.available |
2024-03-05T18:06:34Z |
|
| dc.date.issued |
2022-09-12 |
pt_BR |
| dc.identifier.citation |
10.1061/(ASCE)CC.1943-5614.0001262. |
pt_BR |
| dc.identifier.uri |
https://repositorio.lnec.pt/jspui/handle/123456789/1017007 |
|
| dc.description.abstract |
This investigation addresses the durability of the adhesive bond between near-surface-mounted (NSM) carbon fiber-reinforced polymer (CFRP) strips and concrete, under real-time field conditioning and laboratory-accelerated conditioning. Four natural outdoor environments were considered in the experimental program to induce aging mainly by carbonation, freeze-thaw cycles, elevated temperatures, and airborne chlorides from seawater. Additionally, a control environment (20°C and 55% RH) and a water immersion environment under controlled temperature (20°C) were considered. The durability was studied mainly throughout the mechanical properties obtained from (1) the involved materials (concrete, epoxy adhesive, and CFRP strips); and (2) the bond specimens, with a period of exposure up to 2 years. The bond performance of NSM-CFRP strips to concrete was slightly affected by environments under investigation, being water immersion and freeze–thaw cycles the most deleterious ones. A maximum average bond strength decrease of approximately 12% was registered for the specimens immersed in water, while in the case of the outdoor environments, the maximum bond degradation (approximately 8%) occurred for the specimens of freeze–thaw cycles after 2-year exposure. |
pt_BR |
| dc.language.iso |
eng |
pt_BR |
| dc.publisher |
ASCE |
pt_BR |
| dc.relation |
POCI-01-0145-FEDER-016900 |
pt_BR |
| dc.rights |
restrictedAccess |
pt_BR |
| dc.subject |
Concrete |
pt_BR |
| dc.subject |
CFRP |
pt_BR |
| dc.subject |
Epoxy adhesive |
pt_BR |
| dc.subject |
Bond NSM |
pt_BR |
| dc.subject |
durability |
pt_BR |
| dc.subject |
Real-time field conditioning |
pt_BR |
| dc.subject |
laboratory-accelerated conditioning |
pt_BR |
| dc.title |
Durability of bond between NSM CFRP strips and concrete under real-time field and laboratory accelerated conditioning |
pt_BR |
| dc.type |
workingPaper |
pt_BR |
| dc.description.sector |
DM/NMO |
pt_BR |
| dc.contributor.peer-reviewed |
SIM |
pt_BR |
| dc.contributor.academicresearchers |
SIM |
pt_BR |
| dc.contributor.arquivo |
NAO |
pt_BR |