Repeated Impact Response of Normal- and High-Strength Concrete Subjected to Temperatures up to 600 °C
Abstract
:1. Introduction
2. Experimental Works
2.1. Concrete Mixtures and Materials
2.2. Heating of Test Specimens
2.3. Impact Testing
3. Results and Discussion of Compressive Strength
4. Effect of High Temperatures on the Concrete Impact Specimens
5. Results and Discussion of Repeated Impact Test
5.1. Influence of Mixture Strength on the Impact Resistance
5.2. Degradation of the Impact Resistance after High-Temperature Exposure
5.3. Failure Patterns of the Impact Cylindrical Specimens
6. Conclusions
- Regardless of their original strength, the compressive strength of the concrete cubes exposed to a temperature of 200 °C was in general higher than the original unheated strength, where a strength gain of 2.5 to 9% was recorded for the tested specimens. On the other hand, exposing the cubes to a temperature of 400 °C decreased the strength by no more than 20%, while a strength reduction of not less than 40% was recorded for cube specimens heated to 600 °C;
- The impact resistances of the impact specimens increased with the increase in the mixture’s compressive strength. Compared to the M20 specimens, the cracking and impact numbers of the M40 specimens (with a nominal design strength of 40 MPa) increased by approximately 72%, while the M80 specimens (with an 80 MPa design strength) retained higher cracking and impact numbers by more than 460%, compared to the M20 specimens;
- Owing to the degradation of the cement matrix, aggregate particles, and the interfacial bond, the effect of the design compressive strength on the impact resistance of the heated specimens decreased as temperature increased. For instance, the percentage increase in the failure impact resistances of the M80 specimens over the M20 ones decreased from 464% before heating to 140 and 68% after exposure to 200 and 400 °C, respectively. The influence of the original strength faded after exposure to 600 °C, where all concrete mixtures cracked and failed after approximately one impact blow;
- Owing to the different types of induced stresses, the deterioration in the impact resistance was much higher than that of the compressive strength. The specimens lost more than 80% of their cracking and failure impact resistances after exposure to only 200 °C, while the impact resistance was almost vanished after exposure to 600 °C. For instance, the failure impact numbers of the three concrete mixtures decreased by 80.1 to 91.6%, 92 to 97.6% and 97.8 to 99.5% when exposed to 200, 400 and 600 °C, respectively;
- Exposing the impact cylindrical specimens to 200 °C did not cause noticeable thermal effects on the surface of the specimens, while a noticeable thermal cracking was visually clear for specimens heated 400 °C, and was more obvious on the surfaces of specimens heated to 600 °C. Therefore, the failure patterns of the cylindrical specimens exposed to 200 °C were similar to those of unheated cylinders with two, three or four diagonal cracks and insignificant central fracturing. This was different for specimens heated to 400 and 600 °C with larger surface fracturing and non-uniform surface cracking;
- The failure of specimens heated to 400 and 600 °C was not affected by the original concrete strength of the specimens, while this effect was clear for the unheated specimens. As the higher-strength specimens (M80) contained higher amounts of cement, their microstructures were stiffer with lower porosity compared to the lower-strength specimens. As a result, the M80 specimens could withstand much higher impact blows concentrated on the central area of the top surface of the specimens, which caused a larger surface central fracturing zone compared to the M40 and M20 specimens;
- The available literature on this topic is very limited; therefore, we recommend extending the presented work using different concrete mixtures that include frequently used additives and fibers. For instance, the influence of cementitious materials such as silica fume and fly ash on the impact response of fired specimens could be investigated in future works. Other concrete mixtures with high cementitious material content such as high-performance concrete might behave differently under such kinds of dual thermal and impact loading.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Material (kg/m3) | M20 | M40 | M80 |
---|---|---|---|
Cement | 270 | 450 | 709.5 |
Sand | 600 | 675 | 648 |
Gravel | 1080 | 990 | 870 |
Water | 189 | 207 | 189.2 |
SP | - | - | 4.44 |
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Abid, S.R.; Abbass, A.A.; Murali, G.; Al-Sarray, M.L.J.; Nader, I.A.; Ali, S.H. Repeated Impact Response of Normal- and High-Strength Concrete Subjected to Temperatures up to 600 °C. Materials 2022, 15, 5283. https://0-doi-org.brum.beds.ac.uk/10.3390/ma15155283
Abid SR, Abbass AA, Murali G, Al-Sarray MLJ, Nader IA, Ali SH. Repeated Impact Response of Normal- and High-Strength Concrete Subjected to Temperatures up to 600 °C. Materials. 2022; 15(15):5283. https://0-doi-org.brum.beds.ac.uk/10.3390/ma15155283
Chicago/Turabian StyleAbid, Sallal R., Ahmmad A. Abbass, Gunasekaran Murali, Mohammed L. J. Al-Sarray, Islam A. Nader, and Sajjad H. Ali. 2022. "Repeated Impact Response of Normal- and High-Strength Concrete Subjected to Temperatures up to 600 °C" Materials 15, no. 15: 5283. https://0-doi-org.brum.beds.ac.uk/10.3390/ma15155283