Long-term behavior of cracked fiber reinforced concrete under service conditions

This paper presents an experimental study on creep behavior of cracked Fiber Reinforced Concrete (FRC). To this end, a conventional strength concrete incorporating hooked-end steel fibers was used. In order to represent service conditions, specimens under low sustained loads with small pre-cracking...

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Detalles Bibliográficos
Autores principales:	Monetti, Diego Hernán, Llano-Torre, A., Torrijos, María Celeste, Giaccio, Graciela Marta, Zerbino, Raúl Luis, Martí-Vargas, J.R., Serna, P.
Formato:	Articulo
Lenguaje:	Español
Publicado:	2019
Materias:	Ingeniería creep fiber-reinforced concrete steel fiber bending crack opening
Acceso en línea:	http://sedici.unlp.edu.ar/handle/10915/80837
Aporte de:	SEDICI (UNLP) de Universidad Nacional de La Plata

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