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    Ice Strength in Brittle and Ductile Failure Modes

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author:
    Dale G. Karr
    ,
    Sankar C. Das
    DOI: 10.1061/(ASCE)0733-9445(1983)109:12(2802)
    Publisher: American Society of Civil Engineers
    Abstract: The fracture and flow characteristics of ice is dependent upon the state of stress, substructure geometry, temperature and strain rate. Compressive and tensile strength vary greatly due to the variety of ice types and their dependence on these factors. Simplifications of the mechanical behavior and failure criteria of ice are often necessary for engineering applications. Common idealizations of ice mechanics are addressed with emphasis on the suitability of various yield criteria for combined stress states. The failure of ice can be considered to be either yield‐dominant or as fracture‐dominant, while retaining the simplicity of conventional criteria. Their suitability to ice mechanics is enhanced by their capability of being adapted to a wide range of tension‐compression failure envelopes.
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      Ice Strength in Brittle and Ductile Failure Modes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28881
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    contributor authorDale G. Karr
    contributor authorSankar C. Das
    date accessioned2017-05-08T20:50:27Z
    date available2017-05-08T20:50:27Z
    date copyrightDecember 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A12%282802%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28881
    description abstractThe fracture and flow characteristics of ice is dependent upon the state of stress, substructure geometry, temperature and strain rate. Compressive and tensile strength vary greatly due to the variety of ice types and their dependence on these factors. Simplifications of the mechanical behavior and failure criteria of ice are often necessary for engineering applications. Common idealizations of ice mechanics are addressed with emphasis on the suitability of various yield criteria for combined stress states. The failure of ice can be considered to be either yield‐dominant or as fracture‐dominant, while retaining the simplicity of conventional criteria. Their suitability to ice mechanics is enhanced by their capability of being adapted to a wide range of tension‐compression failure envelopes.
    publisherAmerican Society of Civil Engineers
    titleIce Strength in Brittle and Ductile Failure Modes
    typeJournal Paper
    journal volume109
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:12(2802)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 012
    contenttypeFulltext
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