Zobrazeno 1 - 10
of 62
pro vyhledávání: '"Hugo Biscaia"'
Publikováno v:
Journal of Applied and Computational Mechanics, Vol 8, Iss 1, Pp 388-404 (2022)
This study aims to mitigate the gap of knowledge on the cyclic bond behaviour of Carbon Fiber Reinforced Polymer (CFRP) bonded onto a steel substrate. The Distinct Element Method was used to model different bonding techniques such as Externally Bonde
Externí odkaz:
https://doaj.org/article/405d25bb40074c8692daee6271ead865
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 12, Iss 1, Pp 1-20 (2018)
Abstract The durability performance of stainless steel makes it an interesting alternative for the structural strengthening of reinforced concrete. Like external steel plates or fibre reinforced polymers, stainless steel can be applied using external
Externí odkaz:
https://doaj.org/article/635b03b6e9e34d8bbceb9e42b735712d
Publikováno v:
Advances on Testing and Experimentation in Civil Engineering ISBN: 9783031238871
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3b34a49d89b548e37538edcd123db8a0
https://doi.org/10.1007/978-3-031-23888-8_3
https://doi.org/10.1007/978-3-031-23888-8_3
Autor:
Hugo Biscaia, Carlos Chastre
Publikováno v:
Advances on Testing and Experimentation in Civil Engineering ISBN: 9783031238871
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::680ac33777f9602929b7555654046c13
https://doi.org/10.1007/978-3-031-23888-8_7
https://doi.org/10.1007/978-3-031-23888-8_7
Publikováno v:
Structural Health Monitoring. 21:534-557
The use of optic measurements such as digital image correlation to take strain measurements of fibre-reinforced polymers bonded to a substrate has been on the increase recently. This technique has proven to be useful to fully characterize the bond be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::835e95fdd91aacf184c00afac5939eb0
https://doi.org/10.1177/14759217211006021
https://doi.org/10.1177/14759217211006021
Publikováno v:
Thin-Walled Structures. 184:110532
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee2ff70e051fea6d6bb45d2865236df5
https://doi.org/10.1016/j.tws.2023.110532
https://doi.org/10.1016/j.tws.2023.110532
Autor:
Hugo Biscaia, Sérgio Soares
Publikováno v:
Structures. 25:979-999
The interfacial behaviour between ribbed steel rebars and concrete has been extensively studied because the contribution of the adherence between these two materials is of the utmost importance for the behaviour of Reinforced Concrete (RC) structures
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10e301120ac904a634de4bc25c5b533d
https://doi.org/10.1016/j.istruc.2020.04.019
https://doi.org/10.1016/j.istruc.2020.04.019
Debonding failures of FRP have been frequently observed in laboratory tests of reinforced concrete (RC) beams flexurally-strengthened with near-surface mounted (NSM) fibre-reinforced polymer (FRP). A number of numerical and theoretical studies have b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8b08beec46537b5dffd9ce22338c5d53
https://hdl.handle.net/10453/156983
https://hdl.handle.net/10453/156983
Publikováno v:
Construction and Building Materials. 226:360-375
Failure of structural steel members strengthened with Carbon Fibre Reinforced Polymers (CFRP) may occur at the joints CFRP-steel and this study examines variables that alter or explain the corresponding reduction of load capacity for a specific CFRP
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d12b88cb6fd655693118110250c09a85
https://doi.org/10.1016/j.conbuildmat.2019.06.220
https://doi.org/10.1016/j.conbuildmat.2019.06.220
Autor:
Hugo Biscaia
Publikováno v:
International Journal of Non-Linear Mechanics. 113:67-85
Nowadays, adhesively bonded structures have received exhaustive attention mainly because, contrary to mechanical joints, they are able to avoid stress concentration. When a material is externally bonded to another structural member to improve the str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::805f5b6e21a73b3159469a0de7663bd7
https://doi.org/10.1016/j.ijnonlinmec.2019.03.001
https://doi.org/10.1016/j.ijnonlinmec.2019.03.001