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Hybrid use of steel and carbon-fiber reinforced concrete for monitoring of crack behavior

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Detalhes bibliográficos
Resumo:In order to study the damage after concrete cracking, the influence of the combined use of steel fiber and carbon fiber on the conductivity and crack resistance of concrete beam under flexural loading were investigated. Carbon fiber and steel fiber were added as diphasic conductive materials to produce the electric conductive and ductile concrete. This paper reports the experimental and analytical work associated with establishing the crack width in relation to the fractional change in resistance of electric conductive concrete. After cracking, the electrical resistance change was found to correlate linearly with the crack width on the tension side of concrete beam.
Autores principais:Ding, Yining
Outros Autores:Han, Z.; Zhang, Y.; Azevedo, Cecília Maria
Assunto:Hybrid fibers Conductive concrete Fractional change in resistance Crack width
Ano:2012
País:Portugal
Tipo de documento:comunicação em conferência
Tipo de acesso:acesso aberto
Instituição associada:Universidade do Minho
Idioma:inglês
Origem:RepositóriUM - Universidade do Minho
Descrição
Resumo:In order to study the damage after concrete cracking, the influence of the combined use of steel fiber and carbon fiber on the conductivity and crack resistance of concrete beam under flexural loading were investigated. Carbon fiber and steel fiber were added as diphasic conductive materials to produce the electric conductive and ductile concrete. This paper reports the experimental and analytical work associated with establishing the crack width in relation to the fractional change in resistance of electric conductive concrete. After cracking, the electrical resistance change was found to correlate linearly with the crack width on the tension side of concrete beam.