Performance of expanded clay aggregate based structural light weight concrete beams containing fibre reinforcement
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The current work examines the flexural behavioral analysis of structural lightweight concrete (SLWC) beams made ofexpanded clay aggregate (ECA) and its conclusions. Polypropylene (PP) fiber is used in these beams. The investigation tookinto account a total of six beams, of which one specimen was constructed using regular-weight concrete and the other usingSLWC with 20% ECA in place of coarse aggregate. The remaining four beams were constructed using SLWC material withan ECA base that included polypropylene fiber in volume fractions of 0.1%, 0.2%, 0.3%, and 0.4%. Each beam underwenttesting in a loading frame up to 4-point bending.
Abstract
The current work examines the flexural behavioral analysis of structural lightweight concrete (SLWC) beams made ofexpanded clay aggregate (ECA) and its conclusions. Polypropylene (PP) fiber is used in these beams. The investigation tookinto account a total of six beams, of which one specimen was constructed using regular-weight concrete and the other usingSLWC with 20% ECA in place of coarse aggregate. The remaining four beams were constructed using SLWC material withan ECA base that included polypropylene fiber in volume fractions of 0.1%, 0.2%, 0.3%, and 0.4%. Each beam underwenttesting in a loading frame up to 4-point bending.
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