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    Influence of Cyclic Frost Deterioration on Water Sorptivity of Microcracked Cementitious Composites

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 004
    Author:
    Ahmed Alyousif
    ,
    Mohamed Lachemi
    ,
    Gurkan Yildirim
    ,
    Gulsum Hasiloglu Aras
    ,
    Mustafa Sahmaran
    DOI: 10.1061/(ASCE)MT.1943-5533.0001408
    Publisher: American Society of Civil Engineers
    Abstract: Engineered cementitious composites (ECCs) are relatively new construction materials characterized by strain-hardening behavior under excessive tensile loading. Unlike conventional concrete materials, which generally show failure after first tensile cracking, ECCs strain-harden upon excessive loading by creating multiple closely-spaced microcracks. Given the fact that crack widths in ECCs are at micron levels, water movement into these cracks through capillary suction requires further attention, especially under frost action. This paper therefore explores the effectiveness of frost action on water movement into microcracked ECCs. The experimental study covered the sorptivity measurements of ECC mixtures produced with mineral admixtures with different chemical compositions after exposure to cyclic freezing and thawing (
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      Influence of Cyclic Frost Deterioration on Water Sorptivity of Microcracked Cementitious Composites

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81147
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    contributor authorAhmed Alyousif
    contributor authorMohamed Lachemi
    contributor authorGurkan Yildirim
    contributor authorGulsum Hasiloglu Aras
    contributor authorMustafa Sahmaran
    date accessioned2017-05-08T22:28:17Z
    date available2017-05-08T22:28:17Z
    date copyrightApril 2016
    date issued2016
    identifier other45947285.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81147
    description abstractEngineered cementitious composites (ECCs) are relatively new construction materials characterized by strain-hardening behavior under excessive tensile loading. Unlike conventional concrete materials, which generally show failure after first tensile cracking, ECCs strain-harden upon excessive loading by creating multiple closely-spaced microcracks. Given the fact that crack widths in ECCs are at micron levels, water movement into these cracks through capillary suction requires further attention, especially under frost action. This paper therefore explores the effectiveness of frost action on water movement into microcracked ECCs. The experimental study covered the sorptivity measurements of ECC mixtures produced with mineral admixtures with different chemical compositions after exposure to cyclic freezing and thawing (
    publisherAmerican Society of Civil Engineers
    titleInfluence of Cyclic Frost Deterioration on Water Sorptivity of Microcracked Cementitious Composites
    typeJournal Paper
    journal volume28
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001408
    treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 004
    contenttypeFulltext
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