Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Luís Luciano Gouveia Correia"'
Autor:
Isabel Valente, Joaquim A. O. Barros, Eduardo Pereira, Tiago Silva, José Sena-Cruz, Luís Luciano Gouveia Correia
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0972dc68b306e2a6bd16d6c728862464
https://doi.org/10.1007/978-3-030-88166-5_213
https://doi.org/10.1007/978-3-030-88166-5_213
Autor:
Luís Luciano Gouveia Correia, Susana Cabral-Fonseca, Ricardo Cruz, José Sena-Cruz, Aloys Dushimimana
Publikováno v:
Materials
Materials, Vol 14, Iss 1533, p 1533 (2021)
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Volume 14
Issue 6
Materials, Vol 14, Iss 1533, p 1533 (2021)
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Volume 14
Issue 6
This work addresses the durability of structural epoxy adhesives and carbon fibre reinforced polymer (CFRP) laminates typically used in strengthening of existing reinforced concrete structures exposed to natural ageing. The experimental program inclu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::91463942584b7071db40d65380736b79
https://hdl.handle.net/1822/72663
https://hdl.handle.net/1822/72663
This paper addresses the viscoelastic behaviour of a commercially available cold-curing structural epoxy adhesive, under different preparation, curing and hygrothermal conditions. The main parameters studied were the preparation method (influence of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f7c66f32deec63acacad10b0cd0d2f35
https://hdl.handle.net/1822/78072
https://hdl.handle.net/1822/78072
Autor:
Isabel Valente, Eduardo Pereira, Pier Giovanni Benzo, Diogo Figueira, José Sena-Cruz, Filipe Ribeiro, Luís Luciano Gouveia Correia, Joaquim A. O. Barros
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
An experimental study on the performance of adhesive connection between Glass Fibre Reinforced Polymer (GFRP) plates and Steel Fibre reinforced self-compacting Concrete (FRC) was conducted. Fresh FRC was poured out onto the surface of GFPR plates, to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::04768bd94991949748158ab1a74eb4e3
https://hdl.handle.net/1822/68153
https://hdl.handle.net/1822/68153
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
The use of mechanical anchorage systems can delay or avoid premature failure of reinforced concrete (RC) structures with externally-bonded fiber-reinforced polymer (EB-FRP) laminates. This work reports the results of an experimental program aimed at
Publikováno v:
Construction and Building Materials. 287:123042
In the past two decades, the use of Fiber Reinforced Polymer (FRP) bars in reinforced concrete structures has been increasing, replacing conventional steel reinforcement, especially in areas with adverse environmental conditions. This paper presents
Autor:
Julein Michels, Luís Luciano Gouveia Correia, Susana Cabral-Fonseca, Christoph Czaderski, José Sena-Cruz, José Ricardo Cruz
Publikováno v:
CIÊNCIAVITAE
Scopus-Elsevier
Scopus-Elsevier
Over the last two decades, the use of fibre reinforced polymer (FRP) materials for strengthening existing reinforced concrete (RC) structures has been constantly increasing, and nowadays it is considered state-of-the-art and is frequently used by the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4fff582087bec296c3d470664ed7e2d3
https://hdl.handle.net/1822/60198
https://hdl.handle.net/1822/60198
Publikováno v:
IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management.
The externally bonded reinforcement (EBR) technique is one of the most widely used strategies for the flexural strengthening of reinforced concrete (RC) with fibre reinforced polymer (FRP) materials. The EBR technique offers several structural advant
Autor:
Luís Luciano Gouveia Correia, José Sena-Cruz, Julien Michels, J. Almeida, Tiago André Nunes Teixeira
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
The Externally Bonded Reinforcement (EBR) technique using Carbon Fiber-Reinforced Polymers (CFRP) has been commonly used to strengthen concrete structures in flexure. The use of prestressed CFRP material offers several advantages well-reported in the
Publikováno v:
Scopus-Elsevier
In the context of strengthening reinforced concrete (RC) structures with fiber reinforced polymer (FRP) materials, the externally bonded reinforcement (EBR) technique is the most widely used strategy. By prestressing the FRP materials attached to the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3ac30b38954a3780ab30b489c4ab65e9
https://hdl.handle.net/1822/50508
https://hdl.handle.net/1822/50508