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    Effect of Plastic Constraint on Brittle Fracture in Steel: Evaluation Using a Toughness Scaling Model

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author:
    Tsutomu Iwashita
    ,
    Koji Azuma
    DOI: 10.1061/(ASCE)ST.1943-541X.0000507
    Publisher: American Society of Civil Engineers
    Abstract: Over the past two decades, plastic constraint effects have been an issue of concern in both fracture mechanics and structural integrity research, and several methods have been proposed for considering loss of plastic constraint. This paper shows the ability of a simplified model to predict brittle fracture under low plastic constraint conditions. Fracture toughness tests are performed on single-edge notched bend (SENB) steel specimens with deep and shallow notches, as well as on double-edge notched tension and center-notched tension (CNT) specimens. When compared with SENB specimens with a deep notch, the CNT specimens show high fracture toughness as a result of the loss of plastic constraint at the crack tip. Here, the Weibull stress approach and a toughness scaling model (TSM) are used to consider the effects of the loss of plastic constraint on the fracture toughness of the specimens. The corrected fracture toughness values evaluated by the TSM are found to be close to the toughness values observed in the tests and to the values predicted by the Weibull stress approach. This paper also briefly discusses the effect of ductile crack growth on brittle fracture.
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      Effect of Plastic Constraint on Brittle Fracture in Steel: Evaluation Using a Toughness Scaling Model

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    https://yetl.yabesh.ir/yetl1/handle/yetl/68418
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    contributor authorTsutomu Iwashita
    contributor authorKoji Azuma
    date accessioned2017-05-08T21:59:43Z
    date available2017-05-08T21:59:43Z
    date copyrightJune 2012
    date issued2012
    identifier other%28asce%29st%2E1943-541x%2E0000548.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68418
    description abstractOver the past two decades, plastic constraint effects have been an issue of concern in both fracture mechanics and structural integrity research, and several methods have been proposed for considering loss of plastic constraint. This paper shows the ability of a simplified model to predict brittle fracture under low plastic constraint conditions. Fracture toughness tests are performed on single-edge notched bend (SENB) steel specimens with deep and shallow notches, as well as on double-edge notched tension and center-notched tension (CNT) specimens. When compared with SENB specimens with a deep notch, the CNT specimens show high fracture toughness as a result of the loss of plastic constraint at the crack tip. Here, the Weibull stress approach and a toughness scaling model (TSM) are used to consider the effects of the loss of plastic constraint on the fracture toughness of the specimens. The corrected fracture toughness values evaluated by the TSM are found to be close to the toughness values observed in the tests and to the values predicted by the Weibull stress approach. This paper also briefly discusses the effect of ductile crack growth on brittle fracture.
    publisherAmerican Society of Civil Engineers
    titleEffect of Plastic Constraint on Brittle Fracture in Steel: Evaluation Using a Toughness Scaling Model
    typeJournal Paper
    journal volume138
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000507
    treeJournal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 006
    contenttypeFulltext
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