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    Mixed-Mode Fracture and Anchor Bolts in Concrete Analysis with Inner Softening Bands

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 010
    Author:
    Ulf Ohlsson
    ,
    Thomas Olofsson
    DOI: 10.1061/(ASCE)0733-9399(1997)123:10(1027)
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents a nonlinear fracture mechanics analysis of mixed-mode fracture and anchor pullout in concrete. The analysis is based on elements with inner softening bands (ISB). A major advantage of the ISB approach is that discrete cracks can be introduced anywhere and in any direction within the finite-element mesh. Calculated loads, deformations, and crack patterns are compared to experimental results. A good correspondence is achieved.
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      Mixed-Mode Fracture and Anchor Bolts in Concrete Analysis with Inner Softening Bands

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84498
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    contributor authorUlf Ohlsson
    contributor authorThomas Olofsson
    date accessioned2017-05-08T22:38:07Z
    date available2017-05-08T22:38:07Z
    date copyrightOctober 1997
    date issued1997
    identifier other%28asce%290733-9399%281997%29123%3A10%281027%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84498
    description abstractThe paper presents a nonlinear fracture mechanics analysis of mixed-mode fracture and anchor pullout in concrete. The analysis is based on elements with inner softening bands (ISB). A major advantage of the ISB approach is that discrete cracks can be introduced anywhere and in any direction within the finite-element mesh. Calculated loads, deformations, and crack patterns are compared to experimental results. A good correspondence is achieved.
    publisherAmerican Society of Civil Engineers
    titleMixed-Mode Fracture and Anchor Bolts in Concrete Analysis with Inner Softening Bands
    typeJournal Paper
    journal volume123
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1997)123:10(1027)
    treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 010
    contenttypeFulltext
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