Citas bibligráficas
Orellana, I., Saavedra, C. (2024). Comparación de la resistencia a la compresion de un concreto f’c= 210 kg/cm2 utilizando sikafiber® force-48 y fibra de acero reciclado Iquitos – 2023 [Tesis, Universidad Científica del Perú]. http://hdl.handle.net/20.500.14503/3028
Orellana, I., Saavedra, C. Comparación de la resistencia a la compresion de un concreto f’c= 210 kg/cm2 utilizando sikafiber® force-48 y fibra de acero reciclado Iquitos – 2023 [Tesis]. PE: Universidad Científica del Perú; 2024. http://hdl.handle.net/20.500.14503/3028
@misc{renati/1038849,
title = "Comparación de la resistencia a la compresion de un concreto f’c= 210 kg/cm2 utilizando sikafiber® force-48 y fibra de acero reciclado Iquitos – 2023",
author = "Saavedra Plaza, Carlos Aaron",
publisher = "Universidad Científica del Perú",
year = "2024"
}
The objective of this study is to compare the results of the compressive strength tests of a concrete (cement - sand) of 210 kg/cm2 with the addition of forced Sika fiber-48 and recycled steel fiber, with a W/C ratio = 0.58. The sample was made up of 80 concrete specimens, which were prepared in the soil laboratory of the Scientific University of Peru (UCP), which were cured for 28 days as required by the technical standard and were subjected to the resistance test. . comprehension at the ages of (3, 7, 14, 21 and 28) days. For the analysis and processing of the results, descriptive statistics were applied; and the hypothesis was verified by viewing and analyzing the results obtained from the tests carried out. The results obtained from the tests showed This (using-48 forced Sika fiber and recycled steel fiber) reached a resistance of 310 kg/cm2, and 279kg/cm2, surpassing the proposed design in resistance, this being 210kg/cm2. Finally, it is concluded that both elements (-48 forced Sika fiberand recycled steel fiber) can be added to the cement-sand concrete with the W/C ratio that was seen in the present study to achieve the expected results. Therefore, SI INCREASES the results of the compressive strength tests, adding forced Sika-48 fiber and recycled steel fiber to the cement-sand concrete, which responds to our hypothesis Hi.
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