Citas bibligráficas
Pacheco, G., (2016). Resistencia a compresión axial del concreto f’c=175 kg/cm2 incorporando diferentes porcentajes de viruta de acero ensayadas a diferentes edades, UPN - 2016 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/10488
Pacheco, G., Resistencia a compresión axial del concreto f’c=175 kg/cm2 incorporando diferentes porcentajes de viruta de acero ensayadas a diferentes edades, UPN - 2016 [Tesis]. PE: Universidad Privada del Norte; 2016. https://hdl.handle.net/11537/10488
@misc{sunedu/4101397,
title = "Resistencia a compresión axial del concreto f’c=175 kg/cm2 incorporando diferentes porcentajes de viruta de acero ensayadas a diferentes edades, UPN - 2016",
author = "Pacheco Cruzado, Germán Agustín",
publisher = "Universidad Privada del Norte",
year = "2016"
}
ABSTRACT In the present investigation to determine the influence on the resistance to axial compression of concrete fc = 175 kg/cm2 with the addition of different percentages of steel wool. The research methodology was to prepare concrete mixes strength of 175 kg/cm2 chip incorporating different percentages of steel (2%, 4% and 6%) to subsequently test them for 7,14 and 28 days. The results by incorporating 2% of steel wool resistance f'c = 190.79 one kg/cm2 at 28 days was obtained, this percentage incorporation rate increased compressive strength of 9.02%; incorporating 4% of steel wool resistance f'c = 196.82 one kg/cm2 at 28 days was obtained, this percentage incorporation rate increased compressive strength of 12.47% and 6% by incorporating chip metal resistance f'c = 202.26 one kg/cm2 after 28 days, this corresponds addition rate increased compressive strength of 15.58% is obtained. Concluded that the results indicate that the concrete embedded with steel wool have a higher than that of conventional concrete tested at 7, 14 and 28 days resistance.
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