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Characteristics of Recycled Polypropylene Fibers as an Addition to Concrete Fabrication Based on Portland Cement
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Researchers investigated the mechanical properties of concrete reinforced with recycled polypropylene fibers from plastic packaging, finding that 1.0% fiber content produced dramatic improvements including up to 69.7% higher compressive strength and 276% higher flexural strength compared to unreinforced concrete.
High-performance concrete has low tensile strength and brittle failure. In order to improve these properties of unreinforced concrete, the effects of adding recycled polypropylene fibers on the mechanical properties of concrete were investigated. The polypropylene fibers used were made from recycled plastic packaging for environmental reasons (long degradation time). The compressive, flexural and split tensile strengths after 1, 7, 14 and 28 days were tested. Moreover, the initial and final binding times were determined. This experimental work has included three different contents (0.5, 1.0 and 1.5 wt.% of cement) for two types of recycled polypropylene fibers. The addition of fibers improves the properties of concrete. The highest values of mechanical properties were obtained for concrete with 1.0% of polypropylene fibers for each type of fiber. The obtained effect of an increase in mechanical properties with the addition of recycled fibers compared to unreinforced concrete is unexpected and unparalleled for polypropylene fiber-reinforced concrete (69.7% and 39.4% increase in compressive strength for green polypropylene fiber (PPG) and white polypropylene fiber (PPW) respectively, 276.0% and 162.4% increase in flexural strength for PPG and PPW respectively, and 269.4% and 254.2% increase in split tensile strength for PPG and PPW respectively).
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The Effect of 0.8% Polyethylene Terephthalate Plastic Waste Substitution on the Flexural Strength on K-175 Concrete
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Researchers investigated substituting 0.8% polyethylene terephthalate plastic fiber waste as a partial replacement for fine aggregate in concrete, finding that PET-modified concrete achieved a 4.32% higher flexural strength compared to standard K-175 concrete.
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Researchers tested recycled plastic waste as a replacement for fine aggregate (sand) in concrete, mixing it in at 0%, 10%, 20%, and 30%. Concrete with 10% plastic waste had the highest compressive strength, while plain concrete (0%) had the lowest, and strength declined slightly at 20% and 30%.
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