TY - GEN
T1 - “Mejoramiento de la resistencia del concreto f'c= 210 kg/cm2 agregando virutas de acero y fibra de vidrio, Cajamarca 2022”
AU - Cueva, Ari Josué Alarcón
AU - Arévalo, Oscar Iván Regalado
AU - Vilca, Yvan Huaricallo
AU - Cueva, Yoner Romero
N1 - Publisher Copyright:
© 2023 Latin American and Caribbean Consortium of Engineering Institutions. All rights reserved.
PY - 2023
Y1 - 2023
N2 - The present research work seeks to analyze and verify the resistance of concrete f'c = 210 kg/cm2 adding additives such as steel shavings and fiberglass, by carrying out tests in the concrete laboratory at the Universidad Privada del Norte - Cajamarca headquarters. The investigation is framed in an experimental way, considering as a hypothesis, to show that the addition of steel shavings and fiberglass to concrete f'c= 210 kg/cm2 is viable and profitable for construction, since these additives are accessible and economical. In the Peruvian market, all this was verified by comparing the compression tests at 7, 14 and 28 days, to corroborate the resistance of the concrete specimens carried out in the laboratory. Comparing the three types of concrete, the test tube that reached the highest resistance to compression and fracture was the concrete incorporated with fiberglass, obtaining f'c= 262.46 kg/cm2, being higher than that of the standard concrete and that of the concrete incorporating steel chip, with resistances of f'c= 234.61 kg/cm2 and f'c= 257.43 kg/cm2, respectively.
AB - The present research work seeks to analyze and verify the resistance of concrete f'c = 210 kg/cm2 adding additives such as steel shavings and fiberglass, by carrying out tests in the concrete laboratory at the Universidad Privada del Norte - Cajamarca headquarters. The investigation is framed in an experimental way, considering as a hypothesis, to show that the addition of steel shavings and fiberglass to concrete f'c= 210 kg/cm2 is viable and profitable for construction, since these additives are accessible and economical. In the Peruvian market, all this was verified by comparing the compression tests at 7, 14 and 28 days, to corroborate the resistance of the concrete specimens carried out in the laboratory. Comparing the three types of concrete, the test tube that reached the highest resistance to compression and fracture was the concrete incorporated with fiberglass, obtaining f'c= 262.46 kg/cm2, being higher than that of the standard concrete and that of the concrete incorporating steel chip, with resistances of f'c= 234.61 kg/cm2 and f'c= 257.43 kg/cm2, respectively.
KW - Fiberglass
KW - compression
KW - concrete
KW - steel wool
UR - http://www.scopus.com/inward/record.url?scp=85172289489&partnerID=8YFLogxK
M3 - Contribución a la conferencia
AN - SCOPUS:85172289489
T3 - Proceedings of the LACCEI international Multi-conference for Engineering, Education and Technology
BT - Proceedings of the 21st LACCEI International Multi-Conference for Engineering, Education and Technology
A2 - Larrondo Petrie, Maria M.
A2 - Texier, Jose
A2 - Matta, Rodolfo Andres Rivas
T2 - 21st LACCEI International Multi-Conference for Engineering, Education and Technology, LACCEI 2023
Y2 - 19 July 2023 through 21 July 2023
ER -