Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Francisco J. González Ramos"'
Publikováno v:
Composite Structures. 176:105-116
This paper presents an experimental study of the geometrical and installation parameters affecting the maximum strength, failure mode and load-slip response of FRP anchors. In this study, single-shear tests were conducted on isolated carbon fibre rop
Publikováno v:
Villanueva Llauradó, P, Ibell, T, Fernández Gómez, J & González Ramos, F J 2017, ' Pull-out and shear-strength models for FRP spike anchors ', Composites Part B-Engineering, vol. 116, pp. 239-252 . https://doi.org/10.1016/j.compositesb.2017.02.029
Spike anchors are a promising way to enhance the maximum capacity and post-peak load-strain response of externally-bonded fibre-reinforced polymer (FRP) materials for retrofitting of concrete structures. Although laboratory testing has proven the eff
Fiber reinforced polymer (FRP) anchors are a promising way to enhance the performance of externally-bonded FRPs applied to existing structures, as they can delay or even prevent debonding failure. However, a major concern faced by designers is the pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::39f48a109fede460d77330bd494386ba
https://europepmc.org/articles/PMC5933428/
https://europepmc.org/articles/PMC5933428/
Publikováno v:
High Tech Concrete: Where Technology and Engineering Meet ISBN: 9783319594705
Fibre-reinforced polymers (FRP) are broadly employed for structural retrofitting, both as external and near-surface mounted reinforcements. Externally bonded plates are easy to apply and offer significant flexibility of design; however, premature deb
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b9c1d22f2791ce8ff0652f0efed4143a
https://doi.org/10.1007/978-3-319-59471-2_24
https://doi.org/10.1007/978-3-319-59471-2_24