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Erzincan Binali Yildirim University
concrete strength levels, namely, of 25 and 40 MPa. Load-displacement curves, energy absorption capacities, stiffness degradation, the moment-curvature relationship, the plastic hinge mechanism and the ductility index were experimentally obtained at two different concrete types along with the measured stress-strain properties of the conventional and perlite concrete. The test results showed that the construction of the RC columns using only perlite may become possible in future by providing an adequate concrete stress-strain capacity, which will be improved.
Sefa Atli, Hakan Yalçıner, Atila Kumbasaroglu, Yaşar Ayaz, Ahmet İhsan Turan, H. Alperen Bulut, Sepanta Naimi (2025). Experimental Evaluation of Reinforced Concrete Columns Produced with Natural Perlite Aggregates . Raw Data Library, 1(1), pp. 1-27, DOI: https://doi.org/10.71008/rdl.preprint.2025.121.
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Type
Preprint
Year
2025
Authors
7
Datasets
0
Total Files
0
Language
English
Journal
Raw Data Library
DOI
https://doi.org/10.71008/rdl.preprint.2025.121
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