Comportamento de fluência e retração de compósitos reforçados com fibras de carbono: uma revisão

Lidianne do Nascimento Farias; Joaquin Humberto Aquino Rocha

doi:10.52428/20758944.v17i51.133

Authors

Lidianne do Nascimento Farias Universidad Federal de Rio de Janeiro
Joaquin Humberto Aquino Rocha Universidad Federal de Rio de Janeiro

DOI:

https://doi.org/10.52428/20758944.v17i51.133

Keywords:

Cement matrix, Polymeric matrix, Creep, Shrinkage, Pre-cracking

Abstract

Considering the relevance of the creep and shrinkage phenomena of concrete, this study aims to develop a literature review on these two behaviors in composites reinforced with carbon fibers. A search was performed in the Web of Science and Scopus databases with specific combinations of keywords. The selection was based on the most relevant studies of each theme, prioritizing the mechanical property of creep. Based on the studies presented, it was identified that carbon fiber significantly influences the ability to restrict creep and shrinkage of concrete. Another point observed in the study is that fibers with a higher modulus of elasticity than plain concrete can resist creep, unlike fibers with a lower modulus, even in creep tests with pre-cracked concrete. Although there are several studies, there is still not a complete understanding of the subject. The creep and shrinkage behavior can be explored in composites reinforced with carbon fibers when exposed to high temperatures, in ultra-high-performance concretes, in post-cracking of structural elements, among others.

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