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    Feasibility Study of the Effectiveness of Crumb-Rubber Mortar as a Novel Shock-Absorbing Material

    Source: Practice Periodical on Structural Design and Construction:;2022:;Volume ( 027 ):;issue: 003::page 04022018
    Author:
    Ryota Soejima
    ,
    Yuma Saeki
    ,
    Kazunori Fujikake
    ,
    Ashoke Karmokar
    DOI: 10.1061/(ASCE)SC.1943-5576.0000696
    Publisher: ASCE
    Abstract: This research studied the feasibility of crumb rubber mortar (CRM) as a novel shock-absorbing material for protecting structures from blast and impact loading. Waste tire–derived crumb rubber was used in combination with cement paste material in this investigation. CRM samples with nine different mix proportions were selected for studying the shock-absorbing performance. Cubic specimens with dimensions 200×200×200  mm (7.87×7.87×7.87  in.) were fabricated from each sample. These specimens were evaluated under static compression and impact loading conditions. Test results suggest that CRM with a water content of 96 kg (211.6 lb) and a water/cement (W/C) ratio of 0.3 or 0.4 exhibits excellent shock-absorbing performance. The impact force–displacement curves estimated using a proposed analytical model were found to be consistent with the experimental curves.
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      Feasibility Study of the Effectiveness of Crumb-Rubber Mortar as a Novel Shock-Absorbing Material

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4282313
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    contributor authorRyota Soejima
    contributor authorYuma Saeki
    contributor authorKazunori Fujikake
    contributor authorAshoke Karmokar
    date accessioned2022-05-07T20:21:19Z
    date available2022-05-07T20:21:19Z
    date issued2022-03-16
    identifier other(ASCE)SC.1943-5576.0000696.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282313
    description abstractThis research studied the feasibility of crumb rubber mortar (CRM) as a novel shock-absorbing material for protecting structures from blast and impact loading. Waste tire–derived crumb rubber was used in combination with cement paste material in this investigation. CRM samples with nine different mix proportions were selected for studying the shock-absorbing performance. Cubic specimens with dimensions 200×200×200  mm (7.87×7.87×7.87  in.) were fabricated from each sample. These specimens were evaluated under static compression and impact loading conditions. Test results suggest that CRM with a water content of 96 kg (211.6 lb) and a water/cement (W/C) ratio of 0.3 or 0.4 exhibits excellent shock-absorbing performance. The impact force–displacement curves estimated using a proposed analytical model were found to be consistent with the experimental curves.
    publisherASCE
    titleFeasibility Study of the Effectiveness of Crumb-Rubber Mortar as a Novel Shock-Absorbing Material
    typeJournal Paper
    journal volume27
    journal issue3
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000696
    journal fristpage04022018
    journal lastpage04022018-10
    page10
    treePractice Periodical on Structural Design and Construction:;2022:;Volume ( 027 ):;issue: 003
    contenttypeFulltext
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