Title: Properties of Polypropylene Fiber Reinforced Concrete

Author(s): Ziad Bayasi and Jack Zeng

Publication: Materials Journal

Volume: 90

Issue: 6

Appears on pages(s): 605-610

Keywords: air entrainment; compression; fiber reinforced concrete; flexural strength; impact; permeability; polypropylene fibers; workability; Materials Research

DOI: 10.14359/4439

Date: 11/1/1993

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.