4.6 Article

Mechanical Strength Characterization of Plastic Fiber Reinforced Cement Concrete Composites

Journal

APPLIED SCIENCES-BASEL
Volume 11, Issue 2, Pages -

Publisher

MDPI
DOI: 10.3390/app11020852

Keywords

plastic fibers; tension zone; post-crack toughness; residual strength; strain hardening

Funding

  1. Deanship of Research, King Khalid University [12]

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The study investigated the reinforcing efficiency of plastic fibers in concrete, showing that plastic fibers confined in the tension zone significantly improved the flexural strength of concrete, while homogeneously distributed fibers also enhanced the load carrying capability of concrete.
Featured Application The futuristic application of plastic waste beneficiation and its recycling in concrete production provides a niche area of safe disposal without polluting the environment. The reinforcing efficiency of plastic fibers obtained from shredded plastic waste was tested in plain concrete mixes and experimentally verified in this study. Plastic fibers up to 0.15% V-f were added to the design concrete mix to assess the fiber effectiveness in terms of improved load carrying capability of various plastic fiber incorporated concrete composites. The effects of plastic fibers distributed homogenously in the entire depth of concrete and confined in the tension zone were evaluated in flexural bending properties. Mechanical strength properties were evaluated for two different types of concrete containing (i) plastic fibers added homogenously throughout the entire depth of concrete and (ii) the plastic fibers confined in the tension zone only. Flexural bending parameters such as toughness, residual strength, crack width, post-peak drop load resistance, and fiber performance index of various plastic fiber substituted concrete mixes were tested in compressive and flexural bending to assess the fiber reinforcing efficiency. Test results indicated that the plastic fibers added in tension zone confinement exhibited higher flexural strength (5.26 N/mm(2)) improvements compared to homogeneously distributed concrete systems. Flexural bending characteristics in terms of absolute toughness and post peak strain softening were found to be appreciably higher (132%) in tension zone confined plastic fiber concretes compared to homogeneous fiber concrete systems.

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