Influence of carbonation depth on the estimation of compressive strength of reinforced concrete structure by rebound hammer.

The study aims to correlate the rebound hammer and carbonation tests to estimate the compressive strength of a reinforced concrete structure. It began with the rebound hammer test, which determines the surface hardness of the concrete through impacts with a Schmidt hammer. Next, the carbonation test was performed, which measures the depth of penetration of carbonates in the concrete, using phenolphthalein as an acid-base indicator. Based on the data, 5 methods of correlation with compressive strength were applied. The results did not show significant discrepancies, i.e., values close to those of the design strength were obtained, suggesting possible structural degradation.

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Publication Details

Published
2025-01-01
DOI
https://doi.org/10.21041/conpat2025/v2pc85
Primary Topic
Innovative concrete reinforcement materials
Type
article
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article

Influence of carbonation depth on the estimation of compressive strength of reinforced concrete structure by rebound hammer.

Marcos Martinez Silvoso, Carina Mariane Stolz, Elaine Garrido Vazquez, A. Rayol-Guedes et al.
Innovative concrete reinforcement materials
article

Influence of carbonation depth on the estimation of compressive strength of reinforced concrete structure by rebound hammer.

Marcos Martinez Silvoso, Carina Mariane Stolz, Elaine Garrido Vazquez, A. Rayol-Guedes, T. Fortes
article en

Abstract

The study aims to correlate the rebound hammer and carbonation tests to estimate the compressive strength of a reinforced concrete structure. It began with the rebound hammer test, which determines the surface hardness of the concrete through impacts with a Schmidt hammer. Next, the carbonation test was performed, which measures the depth of penetration of carbonates in the concrete, using phenolphthalein as an acid-base indicator. Based on the data, 5 methods of correlation with compressive strength were applied. The results did not show significant discrepancies, i.e., values close to those of the design strength were obtained, suggesting possible structural degradation.

Universidade Federal do Rio de Janeiro
Openalex Percentile: Top 71%
Innovative concrete reinforcement materials
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