Abstract:

An experimental research investigation of the fresh and hardened material properties of fibrillated polypropylene fiber reinforced concrete is reported. Fiber lengths were -1/2 and -3/4 in., and volume fractions were 0.1, 0.3, and 0.5 percent. Fiber effects on concrete properties were assessed. Properties studied were slump, inverted slump cone time, air content, compressive and flexural behaviors, impact resistance, and rapid chloride permeability and volume percent of permeable voids. An innovative method of characterizing the flexural behavior of fibrillated polypropylene fiber concrete was proposed. The new method was dependent on the post-peak flexural resistance of concrete. For impact resistance and flexural behavior, it was concluded that -3/4-in.-long fibers were more effective than -1/2-in.-long fibers for volumes of 0.3 percent or less, while -1/2-in.-long fibers were more effective for 0.5 percent fiber volume.

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