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    Stochastic Parallel-Brittle Networks for Modeling Materials

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 002
    Author:
    D. A. Gasparini
    ,
    P. Bonacuse
    ,
    L. Powers
    ,
    A. Romeo
    DOI: 10.1061/(ASCE)0733-9399(1996)122:2(130)
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of Voronoi-Delaunay parallel-brittle networks of truss elements as models for material behavior is studied. Means and variances of both the number of elements in a network and their length are given. The uniaxial stiffness of the networks is found equal to the element axial stiffness. The expected value of the networks' uniaxial-tensile strength is proportional to the square root of the expected number of elements and to the expected value of the strength of the elements. The toughness of the networks is proportional to the square of the expected value of element strength and to the square root of the expected number of elements. An application to pullout of an anchor is presented. Daniels systems and chain-of-bundles systems are also analyzed to provide perspective. Statistical size effects for parallel-brittle networks are quite different from those associated with weak-link systems.
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      Stochastic Parallel-Brittle Networks for Modeling Materials

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84352
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    contributor authorD. A. Gasparini
    contributor authorP. Bonacuse
    contributor authorL. Powers
    contributor authorA. Romeo
    date accessioned2017-05-08T22:37:50Z
    date available2017-05-08T22:37:50Z
    date copyrightFebruary 1996
    date issued1996
    identifier other%28asce%290733-9399%281996%29122%3A2%28130%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84352
    description abstractThe behavior of Voronoi-Delaunay parallel-brittle networks of truss elements as models for material behavior is studied. Means and variances of both the number of elements in a network and their length are given. The uniaxial stiffness of the networks is found equal to the element axial stiffness. The expected value of the networks' uniaxial-tensile strength is proportional to the square root of the expected number of elements and to the expected value of the strength of the elements. The toughness of the networks is proportional to the square of the expected value of element strength and to the square root of the expected number of elements. An application to pullout of an anchor is presented. Daniels systems and chain-of-bundles systems are also analyzed to provide perspective. Statistical size effects for parallel-brittle networks are quite different from those associated with weak-link systems.
    publisherAmerican Society of Civil Engineers
    titleStochastic Parallel-Brittle Networks for Modeling Materials
    typeJournal Paper
    journal volume122
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1996)122:2(130)
    treeJournal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 002
    contenttypeFulltext
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