Study of the Influence of Curing Processes on
Mechanical Resistance Properties of Concretes
Volume 2 - Issue 1
RHF Grillo1*, SC Maestrelli2, KVF Grillo1, AP Rodrigues1, MCA Pereira1 and C Oliveira1
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- 1Federal Institute of Education, Science and Technology of the South of Minas Av Maria da Conceição Santos, Brazil
- 2Federal University of Alfenas (UNIFAL/MG) - Rodovia José Aurélio Vilela, Cidade Universitária, Brazil
*Corresponding author:
RHF Grillo, Federal Institute of Education, Science and Technology of the South of Minas Av.Maria da Conceição
Santos, 900 – Parque Real, ZIPE Code - 37550-000, Pouso Alegre/MG, Brazil
Received:April 14, 2018; Published: April 20, 2018
DOI: 10.32474/TCEIA.2018.02.000128
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Abstract
The curing process is one of the main steps after concrete molding, playing a direct role in maintenance of ideal conditions related
to temperature decrease of exothermal reactions and severe environmental conditions, thus avoiding possible losses of water mass
from the material to the environment. Overall the curing process must act from the initial period of microstructure formation and
development, a period in which the material has low resistance properties towards tensions created from high rates of water loss
leading to retraction, and micro fissures formation and development. In this work we investigated the influence of different curing
processes in mechanical resistance properties of concretes aged 7, 14, 28, and 56 days. It was observed experimentally that the
curing process by immersion was more efficient compared to humid and chemical curing processes, with mechanical resistance
to compression values of 39.56 MPa (± 2,23), that is, 24% greater. For samples not subjected to the curing process, we observed
losses of 29.27% in mechanical resistance to compression. These results highlight the importance of appropriate curing processes
in cement-based materials.
Keywords: Concrete; Curing processes; Resistance to compression
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