Concrete is one of the most commonly utilized building material and the source for some of the world’s most
serious environmental and sustainability problems. Instead, waste glass (WG) as recycled material is used. There
is a lack in the experimental studies of the reinforced concrete (RC) beams containing WG. This research focus on
the flexural behavior of RC beams containing WG as a replacement to cement and fine aggregates. The experimental
program comprises 10 tested beams designated as: control beam, beams with cement replacement by WG
with values of 10% and 20%, and beams with fine aggregate replacement by WG with values of 10% and 15%.
The effect of longitudinal steel ratio is also included in the program. The experimental results included slump
test, compressive and tensile strength tests, crack patterns, load-deflection and load-strain relationships for RC
beams. On the material level, results of the slump tests showed close results for the slump, compressive and
tensile strengths for the mixes containing WG when compared to the control mix. On the structural level, beams
contain 10% WG showed an increase in the cracking and ultimate loads respectively by 29.0% and 6.9% and
beams containing 20% WG showed insignificant reductions in the cracking and ultimate loads |
