The shear behavior of steel reinforced polymer concrete using resins b
ased on recycled poly(ethylene terephthalate) (PET) plastic waste was
analyzed. Testing was done on 25 beams that were reinforced in tension
with longitudinal steel bars. Steel fibers were also used in some of
the beams. Analyses included modes of failure and the effects of the s
hear span-to-depth ratio, reinforcement ratio, compressive and flexura
l strength, and steel fibers on the shear strength of the beams.