Pull-out and shear-strength models for FRP spike anchors

Autor: Jaime Gómez, Francisco J. González Ramos, Paula Villanueva Llauradó, Timothy Ibell

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

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0eac2bd04566419e411175945aa467da
https://doi.org/10.1016/j.compositesb.2017.02.029