Akademik Veri Yönetim Sistemi
2ND INTERNATIONAL CONGRESS ON TRENDS AND ADVANCES IN GLOBAL RESEARCH AND APPLICATIONS (TAGRA 2025), Erzurum, Türkiye, 13 - 14 Aralık 2025, ss.340-351, (Tam Metin Bildiri)
The Ultrasonic Pulse Velocity (UPV) method, although being a non-destructive testing technique, has certain limitations and may yield different results due to factors related to the internal structure of concrete. In this study, strength measurements were carried out using the UPV method on concrete mixtures produced by considering several parameters that are frequently varied in practice. For this purpose, concretes of different strength classes were produced by varying the water/cement ratio (W/C) and cement content (C), and these concretes were cured under different curing conditions (water, air, and moisture). The maximum aggregate particle size (8 mm, 16 mm, and 22.4 mm) was also defined as a parameter in the study. Fresh concrete tests included air content, unit weight, and slump tests. Hardened concrete tests were conducted on a total of 54 cube specimens with dimensions of 15×15×15 cm³ at the age of 28 days. The results obtained from the experiments indicated that the behavior of fresh concrete varied depending on the concrete strength class achieved by changing the water/cement ratio and cement dosage, as well as on the maximum aggregate particle size. As the concrete strength class increased, UPV values also increased. Likewise, as the maximum aggregate particle size in the mixtures increased, UPV values were observed to increase depending on the concrete strength class. For all three concrete strength classes, the highest UPV values were obtained from specimens cured in water.