Bibliographic citations
Barnuevo, W., (2023). Análisis del comportamiento de las varillas de fibra de vidrio y acero al esfuerzo a flexión de vigas de concreto simplemente apoyadas con cargas a los tercios del tramo, Lima 2022 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/33531
Barnuevo, W., Análisis del comportamiento de las varillas de fibra de vidrio y acero al esfuerzo a flexión de vigas de concreto simplemente apoyadas con cargas a los tercios del tramo, Lima 2022 [Tesis]. PE: Universidad Privada del Norte; 2023. https://hdl.handle.net/11537/33531
@misc{renati/425820,
title = "Análisis del comportamiento de las varillas de fibra de vidrio y acero al esfuerzo a flexión de vigas de concreto simplemente apoyadas con cargas a los tercios del tramo, Lima 2022",
author = "Barnuevo Miranda, Wilson Martin",
publisher = "Universidad Privada del Norte",
year = "2023"
}
The present investigation had as general objective to determine the behavior of the fiberglass and steel rods to the flexural stress of concrete beams simply supported with loads to the thirds of the section, this thesis is of an experimental type. Tests were carried out on concrete beams reinforced with fiberglass rods (PRFV) with diameters of 10mm and 12mm, 12 units, as well as 3/8" and 12mm steel rods, 12 units, three beams per reinforcement and diameters, at ages of 7 and 28 days, a total of 24 units, determining the loads, the nominal moments and the immediate deflections, to later compare those that have a similar diameter, but with different reinforcement. It is concluded that the GRP reinforced concrete beams support more load and nominal moments than the steel-reinforced beams in the first 7 days, then at 28 days it is the steel-reinforced beams that support more load and nominal moment. steel-reinforced concrete beams have greater immediate deflections than GRP-reinforced ones, both after 7 days and 28 days.
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