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    Compressive Strength and Morphology of Rigid Polyurethane Foam for Road Applications

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012::page 04023474-1
    Author:
    Aroondet Boonsung
    ,
    Suksun Horpibulsuk
    ,
    Atthapan Pathompongpairoj
    ,
    Apiwich Sawatwutichaikul
    ,
    Punvalai Choenklang
    ,
    Arul Arulrajah
    DOI: 10.1061/JMCEE7.MTENG-16138
    Publisher: ASCE
    Abstract: Rigid polyurethane foam (RPUF) is a lightweight material similar to expanded polystyrene foam but which has undergone a safer manufacturing process, for instance without flammable gases such as butane (C4H10) or pentane (C5H12). RPUF is manufactured from the combination of polyol (P) and diisocyanate (D) and can be used as lightweight and load-bearing materials for pavement applications. This research studied the influence of P content, polyol to diisocyanate ratio (p/d ratio), and mixing temperature of P and D on the compressive strength and microstructure of RPUF. For a particular P content, the increase in mixing temperature and the reduced p/d ratio resulted in a large amount of small-sized cells with high cell-contact pressure. The sufficient cell-contact pressure increased the compressive strength of RPUF and toughness, and extremely large cell-contact pressure caused the cell damage and the reduction in strength and toughness. At low P content, both an elevated mixing temperature to 40°C and reduced p/d ratio improved compressive strength of RPUF. However, at a high P content, the elevated mixing temperature resulted in cell damage, and the ambient mixing temperature of 25°C is recommended. To meet the upper limit of 0.12-MPa compressive strength at 1% strain for geofoam according to current standards the 40°C mixing temperature and p/d ratio of 1.0 are suggested for P content of 23 and 28  kg/m3, and the ambient mixing temperature and p/d ratio of 0.8 are suggested for P content of 34  kg/m3.
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      Compressive Strength and Morphology of Rigid Polyurethane Foam for Road Applications

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4296141
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    • Journal of Materials in Civil Engineering

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    contributor authorAroondet Boonsung
    contributor authorSuksun Horpibulsuk
    contributor authorAtthapan Pathompongpairoj
    contributor authorApiwich Sawatwutichaikul
    contributor authorPunvalai Choenklang
    contributor authorArul Arulrajah
    date accessioned2024-04-27T20:52:17Z
    date available2024-04-27T20:52:17Z
    date issued2023/12/01
    identifier other10.1061-JMCEE7.MTENG-16138.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296141
    description abstractRigid polyurethane foam (RPUF) is a lightweight material similar to expanded polystyrene foam but which has undergone a safer manufacturing process, for instance without flammable gases such as butane (C4H10) or pentane (C5H12). RPUF is manufactured from the combination of polyol (P) and diisocyanate (D) and can be used as lightweight and load-bearing materials for pavement applications. This research studied the influence of P content, polyol to diisocyanate ratio (p/d ratio), and mixing temperature of P and D on the compressive strength and microstructure of RPUF. For a particular P content, the increase in mixing temperature and the reduced p/d ratio resulted in a large amount of small-sized cells with high cell-contact pressure. The sufficient cell-contact pressure increased the compressive strength of RPUF and toughness, and extremely large cell-contact pressure caused the cell damage and the reduction in strength and toughness. At low P content, both an elevated mixing temperature to 40°C and reduced p/d ratio improved compressive strength of RPUF. However, at a high P content, the elevated mixing temperature resulted in cell damage, and the ambient mixing temperature of 25°C is recommended. To meet the upper limit of 0.12-MPa compressive strength at 1% strain for geofoam according to current standards the 40°C mixing temperature and p/d ratio of 1.0 are suggested for P content of 23 and 28  kg/m3, and the ambient mixing temperature and p/d ratio of 0.8 are suggested for P content of 34  kg/m3.
    publisherASCE
    titleCompressive Strength and Morphology of Rigid Polyurethane Foam for Road Applications
    typeJournal Article
    journal volume35
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-16138
    journal fristpage04023474-1
    journal lastpage04023474-11
    page11
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012
    contenttypeFulltext
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