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Effect of fibre reinforcement on creep in early age concrete

Abstract: This research analyses the strain behaviour of fibre-reinforced concrete (FRC) in the event of a creep episode. The analysis of creep experienced by FRC specimens during the test reflects better performance than that predicted by the EHE-08 standard. The authors propose a formulation for the evaluation of creep strain undergone by FRC. During the research, the evolution of the modulus of elasticity of FRC after a creep episode is analysed. After the test campaign, it can be concluded that FRC loaded at an earlier age stiffens after a creep episode. After the creep test is completed, the delayed elastic strain undergone by FRC is analysed and it is observed that FRC loaded at an earlier age undergoes less deformation. The authors propose a formulation for the evaluation of the delayed elastic strain undergone by FRC after a creep episode. © 2021 by the authors. Licensee MDPI, Basel, Switzerland.

Otras publicaciones de la misma revista o congreso con autores/as de la Universidad de Cantabria

 Fuente: Appl. Sci. 2022, 12(1), 257

Editorial: MDPI

 Fecha de publicación: 01/01/2022

Nº de páginas: 19

Tipo de publicación: Artículo de Revista

 DOI: 10.3390/app12010257

ISSN: 2076-3417

Autores/as

GONZÁLEZ, LAURA

GAUTE, ÁLVARO