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    A Model of Pre-Strain Effects on Fracture Toughness

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2001:;volume( 123 ):;issue: 004::page 182
    Author:
    Andrew Cosham
    DOI: 10.1115/1.1408613
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A simple theoretical model for predicting the effect of tensile pre-strain on fracture toughness has been developed using the local approach. The HRR singularity is assumed to describe the stress-strain field around the crack tip. A stress-modified critical strain-controlled model is assumed to describe ductile fracture (and a critical stress-controlled model for cleavage fracture). The Rice and Tracey void growth model is used to characterize the variation of the critical strain with the stress state. The model further assumes that the fracture process does not change with increasing pre-strain. The effect of pre-strain is expressed in terms of an equation for the ratio of the fracture toughness of the pre-strained material to that of the virgin material. The model indicates that the effect of tensile pre-strain on fracture resistance can be characterized in terms of the effect of pre-strain on the stress-strain characteristics of the material, the critical fracture strain for a stress state corresponding to that during pre-strain, and several parameters that relate to the conditions for ductile fracture (or cleavage fracture). Previous experimental studies of the effect of pre-strain on toughness are summarized and compared with the predictions of the model.
    keyword(s): Fracture (Process) , Fracture toughness , Toughness , Ductile fracture , Stress AND Fracture (Materials) ,
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      A Model of Pre-Strain Effects on Fracture Toughness

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    http://yetl.yabesh.ir/yetl1/handle/yetl/125675
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorAndrew Cosham
    date accessioned2017-05-09T00:05:39Z
    date available2017-05-09T00:05:39Z
    date copyrightNovember, 2001
    date issued2001
    identifier issn0892-7219
    identifier otherJMOEEX-28177#182_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/125675
    description abstractA simple theoretical model for predicting the effect of tensile pre-strain on fracture toughness has been developed using the local approach. The HRR singularity is assumed to describe the stress-strain field around the crack tip. A stress-modified critical strain-controlled model is assumed to describe ductile fracture (and a critical stress-controlled model for cleavage fracture). The Rice and Tracey void growth model is used to characterize the variation of the critical strain with the stress state. The model further assumes that the fracture process does not change with increasing pre-strain. The effect of pre-strain is expressed in terms of an equation for the ratio of the fracture toughness of the pre-strained material to that of the virgin material. The model indicates that the effect of tensile pre-strain on fracture resistance can be characterized in terms of the effect of pre-strain on the stress-strain characteristics of the material, the critical fracture strain for a stress state corresponding to that during pre-strain, and several parameters that relate to the conditions for ductile fracture (or cleavage fracture). Previous experimental studies of the effect of pre-strain on toughness are summarized and compared with the predictions of the model.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Model of Pre-Strain Effects on Fracture Toughness
    typeJournal Paper
    journal volume123
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.1408613
    journal fristpage182
    journal lastpage190
    identifier eissn1528-896X
    keywordsFracture (Process)
    keywordsFracture toughness
    keywordsToughness
    keywordsDuctile fracture
    keywordsStress AND Fracture (Materials)
    treeJournal of Offshore Mechanics and Arctic Engineering:;2001:;volume( 123 ):;issue: 004
    contenttypeFulltext
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