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    Engineering Sustainable Construction Material: Hemp-Fiber-Reinforced Composite with Recycled High-Density Polyethylene Matrix

    Source: Journal of Architectural Engineering:;2013:;Volume ( 019 ):;issue: 003
    Author:
    Na
    ,
    Lu
    ,
    Thomas M.
    ,
    Korman
    DOI: 10.1061/(ASCE)AE.1943-5568.0000115
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents findings from an ongoing research study aimed at increasing the available sustainable construction materials that could possibly be used in the design and construction of civil infrastructure and commercial building projects in the future. At the Sustainable Material and Renewable Technology Laboratory at the University of North Carolina in Charlotte, a recent study was conducted to investigate the material properties of natural fiber composites (NFCs) developed from industrial hemp fiber. The NFCs were synthesized with recycled thermoplastic polymers using extrusion and compression molding techniques. The effects of fiber/matrix volume fraction on composite’s tensile, flexural strength, and modulus were investigated. The surface morphology of natural fiber both before and after treatment was examined by using scanning electron microscopy. The results of the study indicate that hemp fiber composites with recycled high-density polyethylene (rHDPE) have many desirable mechanical properties with regard to tensile strength, elastic modulus, flexural strength, and modulus of rupture at 40% of fiber volume fraction. It was observed that the tensile strength of hemp fiber with rHDPE composite reached 60.2 MPa at the 40% of fiber volume fraction, which outperforms hemp composites with virgin thermoplastic matrix reported in previous studies.
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      Engineering Sustainable Construction Material: Hemp-Fiber-Reinforced Composite with Recycled High-Density Polyethylene Matrix

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/56117
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    • Journal of Architectural Engineering

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    contributor authorNa
    contributor authorLu
    contributor authorThomas M.
    contributor authorKorman
    date accessioned2017-05-08T21:33:33Z
    date available2017-05-08T21:33:33Z
    date copyrightSeptember 2013
    date issued2013
    identifier other%28asce%29ae%2E1943-5568%2E0000115.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56117
    description abstractThis paper presents findings from an ongoing research study aimed at increasing the available sustainable construction materials that could possibly be used in the design and construction of civil infrastructure and commercial building projects in the future. At the Sustainable Material and Renewable Technology Laboratory at the University of North Carolina in Charlotte, a recent study was conducted to investigate the material properties of natural fiber composites (NFCs) developed from industrial hemp fiber. The NFCs were synthesized with recycled thermoplastic polymers using extrusion and compression molding techniques. The effects of fiber/matrix volume fraction on composite’s tensile, flexural strength, and modulus were investigated. The surface morphology of natural fiber both before and after treatment was examined by using scanning electron microscopy. The results of the study indicate that hemp fiber composites with recycled high-density polyethylene (rHDPE) have many desirable mechanical properties with regard to tensile strength, elastic modulus, flexural strength, and modulus of rupture at 40% of fiber volume fraction. It was observed that the tensile strength of hemp fiber with rHDPE composite reached 60.2 MPa at the 40% of fiber volume fraction, which outperforms hemp composites with virgin thermoplastic matrix reported in previous studies.
    publisherAmerican Society of Civil Engineers
    titleEngineering Sustainable Construction Material: Hemp-Fiber-Reinforced Composite with Recycled High-Density Polyethylene Matrix
    typeJournal Paper
    journal volume19
    journal issue3
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)AE.1943-5568.0000115
    treeJournal of Architectural Engineering:;2013:;Volume ( 019 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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