2026-04-17T20:33:03Zhttps://riubu.ubu.es/oai/requestoai:riubu.ubu.es:10259/100852025-01-30T01:05:35Zcom_10259_4809com_10259_5086com_10259_2604col_10259_4810
Repositorio Institucional de la Universidad de Burgos
author
Vicente Cabrera, Miguel Ángel
author
Ruiz, Gonzalo
author
González Cabrera, Dorys Carmen
author
Mínguez Algarra, Jesús
author
Tarifa, Manuel .
author
Zhang, Xiaoxin .
2025-01-29T16:58:44Z
2025-01-29T16:58:44Z
2019-11
0142-1123
http://hdl.handle.net/10259/10085
10.1016/j.ijfatigue.2019.06.038
The effects of the fiber orientation and content on the behavior of steel fiber-reinforced concrete (SFRC) under static and cyclic compressive loads are studied using the computed tomography (CT) technique, and the resistance mechanisms of the fibers are carefully observed. The results suggest that the intrinsic scatter in the fatigue life could be partially explained by the essential scatter in the fiber orientation and content. On the contrary, no relationship is observed between the intrinsic scatter in compressive strength and fiber orientation and content, which suggests that the compressive strength of the specimens is mainly due to their concrete matrix.
eng
Attribution-NonCommercial-NoDerivatives 4.0 Internacional
Fiber-reinforced concrete
CT-Scan technology
Crack patterns
Fatigue
Effects of fiber orientation and content on the static and fatigue behavior of SFRC by using CT-Scan technology
info:eu-repo/semantics/article
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URL
https://riubu.ubu.es/bitstream/10259/10085/1/Vicente-ijf_2019.pdf
File
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Vicente-ijf_2019.pdf