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Performance and Behavior of RC Beams Containing Recycled Lathe Waste
(*) Corresponding author
DOI: https://doi.org/10.15866/irece.v14i3.22806
Abstract
The purpose of this research is to investigate the flexural strength of Lathe Waste (LW) Reinforced Concrete (RC) beams when subjected to a static load, as well as the crack patterns and failure modes of the beams. The LW used in the study consisted of either steel or cast iron. Twenty-two RC beams have been produced with LW concrete with addition ratios of 0%, 0.5%, 1.0%, and 1.5%. The results indicate that increasing the steel LW ratio can increase the compressive strength, splitting tensile strength, and modulus of rupture up to 34%, 100%, and 25%, respectively. On the other hand, increasing the cast iron LW ratio can increase the same values up to 55%, 31%, and 19%, respectively. In addition, the results indicate that LW RC beams can efficiently resist applied loads while retaining strength and reducing deflection. Cracks occur at appropriate stages, with increases in ultimate failure load, and cracking load compared to Normal Concrete (NC) beam. RC beams produced with steel LW at either a 0.5%, 1.0%, or 1.5% addition ratio can resist applied loads adequately, whereas those produced with cast iron LW are more effective at a 0.5% or 1.0% addition ratio compared to 1.5%.
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