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Faculty of Civil Engineering and Architecture, University of Niš , Niš , Serbia
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Faculty of Civil Engineering and Architecture, University of Niš , Niš , Serbia
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Faculty of Civil Engineering and Architecture, University of Niš , Niš , Serbia
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Faculty of Civil Engineering and Architecture, University of Niš , Niš , Serbia
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Faculty of Civil Engineering and Architecture, University of Niš Serbia
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Faculty of Engineering, Sakarya University , Adapazarı , Turkey
Faculty of Civil Engineering and Architecture, University of Niš , Niš , Serbia
Durability is crucial for reinforced concrete, directly influencing the service life of structures. The presence of aggressive agents, especially chloride ions, significantly impacts durability. This study investigates the differences between ASTM C1202 and SRPS EN 12390-18 standards in concrete supplemented with recycled CRT glass as cementitious material. The percentage of replacement of cement with glass is: 10% and 20%, by mass. In addition to fresh state testing, the following mechanical tests were also performed: compressive strength and splitting tensile strength. The aim of this research was to determine how the addition of finely ground cathode glass affects the resistance of concrete to chloride penetration, as well as to compare the results of chloride penetration after conducting two standardized but completely different test procedures. A review of the literature revealed very few comparative tests of chloride penetration according to the mentioned standards.
This research was supported by the Ministry of Science, Technological Development and Innovation of the Republic of Serbia, under the Agreement on Financing the Scientific Research Work of Teaching Staff at the Faculty of Civil Engineering and Architecture, University of Niš - Registration number: 451-03-137/2025-03/200095 dated 04/02/2025.
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