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    Innovative Gypsum–Particle Composite Used as Building Structural Panels

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 008::page 04021190-1
    Author:
    Kong Yue
    ,
    Zhewen Yang
    ,
    Bing Liang
    ,
    Mengyu Li
    ,
    Jian Liu
    ,
    Mingyuan Zhao
    ,
    Zhangjing Chen
    ,
    Weidong Lu
    DOI: 10.1061/(ASCE)MT.1943-5533.0003789
    Publisher: ASCE
    Abstract: An innovative preparation method was invented that adds adhesive to gypsum–particle composites. The effects of varying the wood particle to gypsum ratio and melamine-urea-formaldehyde adhesive (MUF) content on mechanical properties and combustion performance were examined and discussed. Microscopic analyses revealed the mechanism of improvement in this innovative gypsum–particle composite (IGP). The ignition point of IGP was high and the heat and smoke release rate low, with the peak release time greatly delayed compared to structural wood-based composites. The mass retention of IGP was greatly increased and its charred appearance slight. The internal bonding strength (IBS), bending strength (modulus of rupture, MOR), and modulus of elasticity (MOE) of IGP with 9.0% MUF content were 3.4, 4.8, and 3.9-fold higher, compared to gypsum board, respectively. IGP with 7.6% MUF appeared to be suitable as load-bearing panels. MUF content positively affected IGP properties and a 7.6% MUF content and 3/10 wood particle to gypsum ratio were found to be optimal for IGP production. The IBS, MOR, and MOE reached 1.28, 16.10, and 6,861 MPa, such that these composites could be used as building materials. The lateral elastic stiffness and maximum load of IGP nail connections were 313.6  kN·m−1 and 1,386  N under parallel-to-grain load, respectively.
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      Innovative Gypsum–Particle Composite Used as Building Structural Panels

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4270093
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    • Journal of Materials in Civil Engineering

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    contributor authorKong Yue
    contributor authorZhewen Yang
    contributor authorBing Liang
    contributor authorMengyu Li
    contributor authorJian Liu
    contributor authorMingyuan Zhao
    contributor authorZhangjing Chen
    contributor authorWeidong Lu
    date accessioned2022-01-31T23:38:48Z
    date available2022-01-31T23:38:48Z
    date issued8/1/2021
    identifier other%28ASCE%29MT.1943-5533.0003789.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270093
    description abstractAn innovative preparation method was invented that adds adhesive to gypsum–particle composites. The effects of varying the wood particle to gypsum ratio and melamine-urea-formaldehyde adhesive (MUF) content on mechanical properties and combustion performance were examined and discussed. Microscopic analyses revealed the mechanism of improvement in this innovative gypsum–particle composite (IGP). The ignition point of IGP was high and the heat and smoke release rate low, with the peak release time greatly delayed compared to structural wood-based composites. The mass retention of IGP was greatly increased and its charred appearance slight. The internal bonding strength (IBS), bending strength (modulus of rupture, MOR), and modulus of elasticity (MOE) of IGP with 9.0% MUF content were 3.4, 4.8, and 3.9-fold higher, compared to gypsum board, respectively. IGP with 7.6% MUF appeared to be suitable as load-bearing panels. MUF content positively affected IGP properties and a 7.6% MUF content and 3/10 wood particle to gypsum ratio were found to be optimal for IGP production. The IBS, MOR, and MOE reached 1.28, 16.10, and 6,861 MPa, such that these composites could be used as building materials. The lateral elastic stiffness and maximum load of IGP nail connections were 313.6  kN·m−1 and 1,386  N under parallel-to-grain load, respectively.
    publisherASCE
    titleInnovative Gypsum–Particle Composite Used as Building Structural Panels
    typeJournal Paper
    journal volume33
    journal issue8
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003789
    journal fristpage04021190-1
    journal lastpage04021190-11
    page11
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 008
    contenttypeFulltext
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