TY - GEN
T1 - An assessment of the reliability of rebound hammer for moist-cured specimens
AU - Alkhatib, Omar J.
N1 - Funding Information:
ACKNOWLEDGMENT The Author would like to acknowledge the funding support from the UAE University which made possible through the center-based project financial support.
Publisher Copyright:
© 2020 IEEE.
PY - 2020/2
Y1 - 2020/2
N2 - This rebound hammer is a non-destructive concrete testing instrument. The instrument which measures the surface hardness of concrete is estimating the concrete compression strength by measuring the rebound number through a spring-loaded mass impacting against the concrete testing surface. The compression strength can be estimated from the calibration curves of rebound number, which is a mathematical model that is relates the rebound number of concrete cubes and the measured compression strength. Normally, the higher the rebound number, the higher the surface hardness and, consequent, the higher the concrete compression strength. Many studies investigated the rebound hammer as an none-destructive testing instrument (NDT). However, after numerous investigations, no conclusive findings have been made to suggest a mathematical relationship between the rebound number and the concrete compression strength. This is could be mainly due to the rebound hammer performance variations due to instrument specifications diversity, testing directions, and concrete materials compositions and diversity. In this investigation, nine different rebound hammers with different specifications (e.g. impact energy, spring constant..etc), properties, and manufacturers. Initially the calibration curves are developed and then used to compare with hammers performance and accuracy in estimating concrete strength. Other data analysis and statistical modeling parameters, such as the arithmetic mean, and coefficient of variation were developed for further referencing and achieving.
AB - This rebound hammer is a non-destructive concrete testing instrument. The instrument which measures the surface hardness of concrete is estimating the concrete compression strength by measuring the rebound number through a spring-loaded mass impacting against the concrete testing surface. The compression strength can be estimated from the calibration curves of rebound number, which is a mathematical model that is relates the rebound number of concrete cubes and the measured compression strength. Normally, the higher the rebound number, the higher the surface hardness and, consequent, the higher the concrete compression strength. Many studies investigated the rebound hammer as an none-destructive testing instrument (NDT). However, after numerous investigations, no conclusive findings have been made to suggest a mathematical relationship between the rebound number and the concrete compression strength. This is could be mainly due to the rebound hammer performance variations due to instrument specifications diversity, testing directions, and concrete materials compositions and diversity. In this investigation, nine different rebound hammers with different specifications (e.g. impact energy, spring constant..etc), properties, and manufacturers. Initially the calibration curves are developed and then used to compare with hammers performance and accuracy in estimating concrete strength. Other data analysis and statistical modeling parameters, such as the arithmetic mean, and coefficient of variation were developed for further referencing and achieving.
KW - Calibration curves
KW - Coefficient of variation
KW - Impact energy
KW - Rebound hammer
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U2 - 10.1109/ASET48392.2020.9118182
DO - 10.1109/ASET48392.2020.9118182
M3 - Conference contribution
AN - SCOPUS:85087464757
T3 - 2020 Advances in Science and Engineering Technology International Conferences, ASET 2020
BT - 2020 Advances in Science and Engineering Technology International Conferences, ASET 2020
PB - Institute of Electrical and Electronics Engineers Inc.
T2 - 2020 Advances in Science and Engineering Technology International Conferences, ASET 2020
Y2 - 4 February 2020 through 9 April 2020
ER -