Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Durability of bond between EBR-CFRP laminate and concrete after four years of natural outdoor and accelerated ageing exposures
Application of carbon fibre reinforced polymer (CFRP) composites in strengthening of existing reinforced concrete (RC) structures has been widely accepted. However, the durability of adhesively bonded CFRP-concrete joint has not yet been fully investigated, which therefore paves the way to the topic addressed in this work: the durability of the joint in concrete elements strengthened with CFRP laminate using externally bonded reinforcement (EBR) technique. Concrete strengthened elements were kept in laboratory-controlled environments (approximately 20 ◦C/55 % RH, and water immersion at 20 ◦C), while others were kept outdoor to mainly promote natural ageing by carbonation, high temperatures, freeze-thaw attacks, and airborne chlorides. The results from durability tests after 4 years of exposure showed insignificant bond strength degradation but with a noticeable bond stiffness reduction, also, the stiffness degraded faster than the strength. Besides, environmental conversion factors of 0.75 and 0.95 were derived from a database of existing accelerated ageing test data and the natural ageing test data from the present work, respectively. ; MCTES -Ministério da Ciência, Tecnologia e Ensino Superior(DFA/BD/08403/2021)
Durability of bond between EBR-CFRP laminate and concrete after four years of natural outdoor and accelerated ageing exposures
Application of carbon fibre reinforced polymer (CFRP) composites in strengthening of existing reinforced concrete (RC) structures has been widely accepted. However, the durability of adhesively bonded CFRP-concrete joint has not yet been fully investigated, which therefore paves the way to the topic addressed in this work: the durability of the joint in concrete elements strengthened with CFRP laminate using externally bonded reinforcement (EBR) technique. Concrete strengthened elements were kept in laboratory-controlled environments (approximately 20 ◦C/55 % RH, and water immersion at 20 ◦C), while others were kept outdoor to mainly promote natural ageing by carbonation, high temperatures, freeze-thaw attacks, and airborne chlorides. The results from durability tests after 4 years of exposure showed insignificant bond strength degradation but with a noticeable bond stiffness reduction, also, the stiffness degraded faster than the strength. Besides, environmental conversion factors of 0.75 and 0.95 were derived from a database of existing accelerated ageing test data and the natural ageing test data from the present work, respectively. ; MCTES -Ministério da Ciência, Tecnologia e Ensino Superior(DFA/BD/08403/2021)
Durability of bond between EBR-CFRP laminate and concrete after four years of natural outdoor and accelerated ageing exposures
Dushimimana, Aloys (Autor:in) / Sena-Cruz, José (Autor:in) / Correia, Luís Luciano Gouveia (Autor:in) / Pereira, João Miguel (Autor:in) / Cabral-Fonseca, Susana (Autor:in) / Cruz, Ricardo (Autor:in)
08.04.2024
136213
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Accelerated ageing behaviour of the adhesive bond between concrete specimens and CFRP overlays
Online Contents | 2011
|Accelerated ageing behaviour of the adhesive bond between concrete specimens and CFRP overlays
British Library Online Contents | 2011
|BASE | 2022
|Durability and accelerated ageing testing of CFRP repair systems
British Library Conference Proceedings | 2008
|Durability and accelerated ageing testing of CFRP repair systems
British Library Conference Proceedings | 2008
|