Analytical Study on Flexural Behaviour of Reinforced Geopolymer Concrete Beams by ANSYS

2nd International Conference on Advancements in Aeromechanical Materials for Manufacturing

航空航天工程;材料科学;机械制造

Chandra Kumar, B Sarath^1 ; Ramesh, K.^2

Department of Civil Engineering, Koneru Lakshmaiah Education Foundation, Vaddeswaram, Guntur, A. P., India^1

Department of Civil Engineering, P. V. P. Siddhartha Institute of Technology, Kanuru, Vijayawada, A. P., India^2

关键词: Analytical studies;    Cement concrete;    Flexural behavior;    Geopolymer concrete;    Metakaolins;    Reinforced concrete beams;    Two-point bending;    Ultimate loads;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/455/1/012065/pdf
DOI  :  10.1088/1757-899X/455/1/012065

来源: IOP

【 摘 要 】

The present investigation embodies the flexural behavior of Reinforced Geopolymer Concrete (RGPC) beams with different percentages of GGBS and Metakaolin cured under ambient temperature with 10 molar NaOH. Twelve reinforced concrete beams of size 700 mm x 150 mm x 150 mm were tested. The beams were tested under two point bending system over an effective span of 700 mm. The behavior was studied with reference to ultimate load. The results were found to be similar to that of conventional cement concrete reinforced beams.