Bibliographic citations
Venegas, J., Farfán, M. (2016). Análisis de la influencia de la malla de acero en la resistencia a la compresión y flexión del concreto con porcentajes de 5%, 7%, 9% y 11% respecto al agregado fino de la mezcla utilizando aditivo súper plastificante. [Tesis, Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/732
Venegas, J., Farfán, M. Análisis de la influencia de la malla de acero en la resistencia a la compresión y flexión del concreto con porcentajes de 5%, 7%, 9% y 11% respecto al agregado fino de la mezcla utilizando aditivo súper plastificante. [Tesis]. : Universidad Andina del Cusco; 2016. https://hdl.handle.net/20.500.12557/732
@misc{renati/1125084,
title = "Análisis de la influencia de la malla de acero en la resistencia a la compresión y flexión del concreto con porcentajes de 5%, 7%, 9% y 11% respecto al agregado fino de la mezcla utilizando aditivo súper plastificante.",
author = "Farfán Giraldo, Miriam",
publisher = "Universidad Andina del Cusco",
year = "2016"
}
The present investigation had to analyze the concrete with added steel swarf% replacement of fine aggregate, to determine if the increase occurs in compressive strength and flexural strength. It should be noted that the study of this research was based on concrete samples, made up of circular and rectangular beams witnesses, which are tested in various proportions, spiked with swarf steel from a range of 5%, 7%, 9% and 11% based the weight of fine aggregate.And evaluating the parameters of both compression resistance to bending workability also in the development of the mixture. To then compare these additions steel swarf, a standard mixture, which design concrete with 210 kg / cm² compresive stvengh. Adding 9% swarf steel, based on the weight of fine aggregate, the concrete has increased compression strength and flexural strength for design f: Based on the results, conclusions among which we highlight that they were obtained 'c 210 kg / cm² compared to a certain pattern, at both 7 and 28 days of curing. Also there is no significant variation in workability.
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