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    Flexural Strength and Effective Modulus of Large Columnar-Grained Freshwater Ice

    Source: Journal of Cold Regions Engineering:;2016:;Volume ( 030 ):;issue: 002
    Author:
    Hongwei Han
    ,
    Qing Jia
    ,
    Wenfeng Huang
    ,
    Zhijun Li
    DOI: 10.1061/(ASCE)CR.1943-5495.0000098
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the flexural properties of large columnar-grained freshwater ice in the temperature range of −0.5 to −10.0°C and strain rates of 4.6×10−7  s−1 to 1.7×10−3  s−1 were reviewed, which is of engineering interest. Two loading modes were used in the test: the upward loading mode (bottom in tension) and the loading force perpendicular to the crystal growth direction (side in tension). The results showed that the flexural strength of large columnar-grained freshwater ice was not affected by the loading direction. In addition, the tests demonstrated the clear dependency of flexural strength on the temperature and strain rate. As the test temperature decreased, the ice became stronger but also very brittle. Because it is a viscoelastic brittle material, the mechanical properties of ice are sensitive to the strain rate. The effective modulus can be regarded as an indicator of the elastic and viscous deformation that is dependent on the strain rate and temperature. The results also showed that there was no significant correlation between the effective modulus of large columnar-grained freshwater ice and the increasing strain rate at test temperatures of −0.5 and −2.0°C, but the effective modulus increased significantly when the strain-rate test temperature was between −5.0 and −10.0°C.
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      Flexural Strength and Effective Modulus of Large Columnar-Grained Freshwater Ice

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4245272
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    contributor authorHongwei Han
    contributor authorQing Jia
    contributor authorWenfeng Huang
    contributor authorZhijun Li
    date accessioned2017-12-30T13:04:04Z
    date available2017-12-30T13:04:04Z
    date issued2016
    identifier other%28ASCE%29CR.1943-5495.0000098.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245272
    description abstractIn this study, the flexural properties of large columnar-grained freshwater ice in the temperature range of −0.5 to −10.0°C and strain rates of 4.6×10−7  s−1 to 1.7×10−3  s−1 were reviewed, which is of engineering interest. Two loading modes were used in the test: the upward loading mode (bottom in tension) and the loading force perpendicular to the crystal growth direction (side in tension). The results showed that the flexural strength of large columnar-grained freshwater ice was not affected by the loading direction. In addition, the tests demonstrated the clear dependency of flexural strength on the temperature and strain rate. As the test temperature decreased, the ice became stronger but also very brittle. Because it is a viscoelastic brittle material, the mechanical properties of ice are sensitive to the strain rate. The effective modulus can be regarded as an indicator of the elastic and viscous deformation that is dependent on the strain rate and temperature. The results also showed that there was no significant correlation between the effective modulus of large columnar-grained freshwater ice and the increasing strain rate at test temperatures of −0.5 and −2.0°C, but the effective modulus increased significantly when the strain-rate test temperature was between −5.0 and −10.0°C.
    publisherAmerican Society of Civil Engineers
    titleFlexural Strength and Effective Modulus of Large Columnar-Grained Freshwater Ice
    typeJournal Paper
    journal volume30
    journal issue2
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)CR.1943-5495.0000098
    page04015005
    treeJournal of Cold Regions Engineering:;2016:;Volume ( 030 ):;issue: 002
    contenttypeFulltext
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