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    Experimental Method to Determine Extension of Fracture‐Process Zone

    Source: Journal of Materials in Civil Engineering:;1990:;Volume ( 002 ):;issue: 001
    Author:
    Xiaozhi Hu
    ,
    Folker H. Wittmann
    DOI: 10.1061/(ASCE)0899-1561(1990)2:1(15)
    Publisher: American Society of Civil Engineers
    Abstract: A multicutting technique is introduced, which can be used to determine the extension of the fracture‐process zone together with the conventional compliance method. A new compliance curve is established from a damaged specimen during multicutting and compared with the compliance‐calibration curve. From the comparison of these two compliance curves the extension of the fracture‐process zone can be estimated. Experimental results of wedge‐opening loaded specimens with a ligament length of 110 mm show that the length of the fracture‐process zone in mortar varies from around 43 mm to 12 mm while the crack is approaching to the boundary. A relation between the length of the fracture‐process zone and the shape of the
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      Experimental Method to Determine Extension of Fracture‐Process Zone

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45224
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    contributor authorXiaozhi Hu
    contributor authorFolker H. Wittmann
    date accessioned2017-05-08T21:16:34Z
    date available2017-05-08T21:16:34Z
    date copyrightFebruary 1990
    date issued1990
    identifier other%28asce%290899-1561%281990%292%3A1%2815%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45224
    description abstractA multicutting technique is introduced, which can be used to determine the extension of the fracture‐process zone together with the conventional compliance method. A new compliance curve is established from a damaged specimen during multicutting and compared with the compliance‐calibration curve. From the comparison of these two compliance curves the extension of the fracture‐process zone can be estimated. Experimental results of wedge‐opening loaded specimens with a ligament length of 110 mm show that the length of the fracture‐process zone in mortar varies from around 43 mm to 12 mm while the crack is approaching to the boundary. A relation between the length of the fracture‐process zone and the shape of the
    publisherAmerican Society of Civil Engineers
    titleExperimental Method to Determine Extension of Fracture‐Process Zone
    typeJournal Paper
    journal volume2
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1990)2:1(15)
    treeJournal of Materials in Civil Engineering:;1990:;Volume ( 002 ):;issue: 001
    contenttypeFulltext
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