Bibliographic citations
Montoya, C., Tantaraico, E. (2019). Resistencia y rigidez a la flexión de elementos no estructurales reforzado con fibras tereftalato de polietileno reciclado usada como refuerzo en concreto armado. [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/4766
Montoya, C., Tantaraico, E. Resistencia y rigidez a la flexión de elementos no estructurales reforzado con fibras tereftalato de polietileno reciclado usada como refuerzo en concreto armado. [Tesis]. : Universidad Privada Antenor Orrego - UPAO; 2019. https://hdl.handle.net/20.500.12759/4766
@misc{renati/371143,
title = "Resistencia y rigidez a la flexión de elementos no estructurales reforzado con fibras tereftalato de polietileno reciclado usada como refuerzo en concreto armado.",
author = "Tantaraico Saldaña, Ever Renulfo",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2019"
}
In this research it was achieved to determine the results of re-using the residues of plastic PET, as reinforcement in the production of ecological concrete for the construction of non-structural elements. There used as raw material, for the design of mixtures, the Portland Extra Forte cement, ground stone of 1/2 “, thick sand and as an enhancement the fibers of plastic PET, these residues substituted the corrugated steel in shape of plaited ropes of 6 fibers and 6 souls in variations of 1, 2 and 3 respectively. There were elaborated 15 samples (girders) of 15x15x120cm, reinforced with PET fibers plaited 5 samples were reinforced by 1 PET fiber, 5 by 2 PET fibers and 5 by 3 PET fibers. After 28 properly cured days those girders, the test was performed to the flexion taking into account the Peruvian technical norm 339.079. Where it was obtained the results from 15 samples, those results were tabulated to plot the behavior of each element (graph moment curvature) and later to calculate its module of break, rigidity and minimal quantity of reinforcement with PET fibers in the structured concrete. Likewise there were elaborated manometers of the same concrete used for the girders, just for the quality control according to the Peruvian Technical Norm 339.033, then the compression test was carried out to the manometers, after 7, 14 and 28 days according to the Norm ASTM C39, with that it was possible to determine the resistance of the compression of the concrete. To know its characteristics and behavior of the PET plaited fibers, it was performed the test of tension obtaining the curve of effort deformation.
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