The usage of waste glass aggregate (WGA) associated with
the replacement
of fine aggregate (FA) and coarse aggregate (CA) is observed to reduce
the number of raw materials for sustainable concrete. For this aim,
a total of 15 beams were produced, and then investigational experiments
were implemented to observe the shear performances. The stirrup spacing
and WGA proportion were chosen as the main parameters. FA and CA were
exchanged with WGA with weight proportions of 0, 10, and 20%. The
experimental investigation results showed that changing stirrup spacing
and WGA proportion affected the fracture and shear properties of reinforced-concrete-beams
(R-C-Bs). Furthermore, the findings of the test results revealed that
the proportion of WGA could be efficiently consumed as 20% of the
partial replacement of FA. With the addition of FA to the mixture,
the load carrying capacity of R-C-Bs increases. On the other hand,
increasing the WGA ratio by more than 10% using CA, together with
increasing the stirrup spacing, can significantly reduce the capacity
of R-C-Bs. It was observed that the calculated shear strengths of
R-C-Bs with inadequate stirrup spacing, based on ACI 318 and EC2 design
codes, can be up to 52 and 79% higher than the experimental results
for R-C-Bs containing coarse glass aggregate and 21 and 56% higher
for R-C-Bs containing fine glass aggregate, respectively. Additionally,
an image processing method was applied to describe the damages/microdamages
in R-C-Bs. At that point, the findings obtained from the experimental
part of the study were confirmed by the results of the image processing
method. Although the strains obtained with the image processing method
are reliable, it has not been determined exactly where the crack will
occur due to the very sudden development of the shear crack at the
moment of beam failure.