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      Characteristics of Recycled Polypropylene Fibers as an Addition to Concrete Fabrication Based on Portland Cement

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          Abstract

          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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          Mechanical and durability properties of high-strength concrete containing steel and polypropylene fibers

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            Microplastics in sub-surface waters of the Arctic Central Basin

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              Use of recycled plastic in concrete: A review

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                Author and article information

                Journal
                Materials (Basel)
                Materials (Basel)
                materials
                Materials
                MDPI
                1996-1944
                13 April 2020
                April 2020
                : 13
                : 8
                : 1827
                Affiliations
                [1 ]Faculty of Civil Engineering and Geodesy, Military University of Technology in Warsaw, ul. Gen. Sylwestra Kaliskiego 2, 01-476 Warsaw, Poland; marcin.malek@ 123456wat.edu.pl (M.M.); mateusz.jackowski@ 123456wat.edu.pl (M.J.); waldemar.lasica@ 123456wat.edu.pl (W.Ł.)
                [2 ]Building Research Institute (ITB), ul. Filtrowa 1, 00-611 Warsaw, Poland
                Author notes
                [* ]Correspondence: m.kadela@ 123456itb.pl ; Tel.: +48-603-60-12-48
                Author information
                https://orcid.org/0000-0001-5086-3574
                https://orcid.org/0000-0002-0586-0945
                https://orcid.org/0000-0001-5785-0266
                https://orcid.org/0000-0003-2127-0061
                Article
                materials-13-01827
                10.3390/ma13081827
                7216011
                32294901
                7db2577f-9cdb-45a7-9661-abbeb69944ae
                © 2020 by the authors.

                Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license ( http://creativecommons.org/licenses/by/4.0/).

                History
                : 26 February 2020
                : 10 April 2020
                Categories
                Article

                packaging waste,plastic waste,macro-polymeric fiber,recycling,eco-efficient concrete,fiber-reinforced concrete,mix modification,mechanical properties,compressive strength,flexural strength,split tensile strength

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