Experimental investigation of the effect of longitudinal tensile reinforcement ratio on ductility behaviour in GPC beams
1Department of Civil Engineering, Erciyes University Faculty of Engineering, Kayseri, Türkiye
2Department of Construction, Kayseri University, Tomarza Mustafa Akıncıoğlu Vocational College, Kayseri, Türkiye
3Department of Construction, Kayseri University, Technical Science Vocational College, Kayseri, Türkiye
2Department of Construction, Kayseri University, Tomarza Mustafa Akıncıoğlu Vocational College, Kayseri, Türkiye
3Department of Construction, Kayseri University, Technical Science Vocational College, Kayseri, Türkiye
Journal of Sustainable Construction Materials and Technologies 2024; 2(9): 114-127 DOI: 10.47481/jscmt.1499749
Keywords: Compressive and flexural strength, ductility, geopolymer concrete, reinforced concrete beam, strain limit
