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    Fracture Toughness of Freshwater Ice—Part I: Experimental Technique and Results

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1996:;volume( 118 ):;issue: 002::page 135
    Author:
    L. J. Weber
    ,
    W. A. Nixon
    DOI: 10.1115/1.2828822
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Experiments have been performed to determine the effect of loading rate and temperature on the fracture toughness of both granular and S2 columnar freshwater ice. Loading rate was varied from 0.04 to 40.0 kPam s-1 , and over this range the fracture toughness was observed to decrease from 201 to 109 kPam. Examination of load—CMOD curves indicate that at a loading rate of 40 kPam s-1 , the crack tip plasticity was sufficiently limited that the specimen behavior can be considered linear elastic, thus providing a valid Kq measurement. When test temperature was varied from −5 to −45°C for the S2 columnar ice, no significant variation in toughness was observed. In contrast, for granular ice, a higher toughness (144 kPam) was observed in the −5 to −20°C range than for the S2 columnar ice. However, the toughness of the granular ice at−45°C is not significantly different from that of the S2 columnar ice. A companion paper (Weber and Nixon, 1996) analyzes the results in greater detail comparing them with previous work, and presents a detailed fractographic analysis of the failure surfaces.
    keyword(s): Ice , Fracture toughness , Toughness , Temperature , Stress , Fracture (Materials) , Failure , Fractography AND Plasticity ,
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      Fracture Toughness of Freshwater Ice—Part I: Experimental Technique and Results

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    http://yetl.yabesh.ir/yetl1/handle/yetl/117492
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    contributor authorL. J. Weber
    contributor authorW. A. Nixon
    date accessioned2017-05-08T23:51:16Z
    date available2017-05-08T23:51:16Z
    date copyrightMay, 1996
    date issued1996
    identifier issn0892-7219
    identifier otherJMOEEX-28108#135_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/117492
    description abstractExperiments have been performed to determine the effect of loading rate and temperature on the fracture toughness of both granular and S2 columnar freshwater ice. Loading rate was varied from 0.04 to 40.0 kPam s-1 , and over this range the fracture toughness was observed to decrease from 201 to 109 kPam. Examination of load—CMOD curves indicate that at a loading rate of 40 kPam s-1 , the crack tip plasticity was sufficiently limited that the specimen behavior can be considered linear elastic, thus providing a valid Kq measurement. When test temperature was varied from −5 to −45°C for the S2 columnar ice, no significant variation in toughness was observed. In contrast, for granular ice, a higher toughness (144 kPam) was observed in the −5 to −20°C range than for the S2 columnar ice. However, the toughness of the granular ice at−45°C is not significantly different from that of the S2 columnar ice. A companion paper (Weber and Nixon, 1996) analyzes the results in greater detail comparing them with previous work, and presents a detailed fractographic analysis of the failure surfaces.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFracture Toughness of Freshwater Ice—Part I: Experimental Technique and Results
    typeJournal Paper
    journal volume118
    journal issue2
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2828822
    journal fristpage135
    journal lastpage140
    identifier eissn1528-896X
    keywordsIce
    keywordsFracture toughness
    keywordsToughness
    keywordsTemperature
    keywordsStress
    keywordsFracture (Materials)
    keywordsFailure
    keywordsFractography AND Plasticity
    treeJournal of Offshore Mechanics and Arctic Engineering:;1996:;volume( 118 ):;issue: 002
    contenttypeFulltext
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