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    Lattice Discrete Particle Model for Fiber-Reinforced Concrete. II: Tensile Fracture and Multiaxial Loading Behavior

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 007
    Author:
    Edward A. Schauffert
    ,
    Gianluca Cusatis
    ,
    Daniele Pelessone
    ,
    James L. O’Daniel
    ,
    James T. Baylot
    DOI: 10.1061/(ASCE)EM.1943-7889.0000392
    Publisher: American Society of Civil Engineers
    Abstract: In Part I of this two-part study, a theory is provided for the extension of the lattice discrete particle model (LDPM) to include fiber reinforcing capability. The resulting model, LDPM-F, is calibrated and validated in the present paper by comparing numerical simulations with experimental data gathered from the literature. The analyzed experiments include direct tension, confined and unconfined compression, and notched three-point bending tests.
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      Lattice Discrete Particle Model for Fiber-Reinforced Concrete. II: Tensile Fracture and Multiaxial Loading Behavior

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    http://yetl.yabesh.ir/yetl1/handle/yetl/60868
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    contributor authorEdward A. Schauffert
    contributor authorGianluca Cusatis
    contributor authorDaniele Pelessone
    contributor authorJames L. O’Daniel
    contributor authorJames T. Baylot
    date accessioned2017-05-08T21:43:49Z
    date available2017-05-08T21:43:49Z
    date copyrightJuly 2012
    date issued2012
    identifier other%28asce%29em%2E1943-7889%2E0000401.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60868
    description abstractIn Part I of this two-part study, a theory is provided for the extension of the lattice discrete particle model (LDPM) to include fiber reinforcing capability. The resulting model, LDPM-F, is calibrated and validated in the present paper by comparing numerical simulations with experimental data gathered from the literature. The analyzed experiments include direct tension, confined and unconfined compression, and notched three-point bending tests.
    publisherAmerican Society of Civil Engineers
    titleLattice Discrete Particle Model for Fiber-Reinforced Concrete. II: Tensile Fracture and Multiaxial Loading Behavior
    typeJournal Paper
    journal volume138
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000392
    treeJournal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 007
    contenttypeFulltext
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