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    Deformation of Cracked Net‐Reinforced Concrete Walls 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author(s): Zdeněk P. Bažant; Byung H. Oh
    Publisher: American Society of Civil Engineers
    Abstract: The deformation and crack width in concrete walls of slabs, plates, panels, and shells reinforced by a regular rectangular net of steel bars and subjected to in‐plane (membrane) internal forces is analyzed taking into ...
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    Spacing of Cracks in Reinforced Concrete 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 009
    Author(s): Zdeněk P. Bažant; Byung H. Oh
    Publisher: American Society of Civil Engineers
    Abstract: The spacing and width of cracks in a parallel crack system is approximately analyzed using the energy criterion of fracture mechanics as well as the strength criterion. The energy criterion indicates that the crack spacing ...
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    Crack Spacing in Reinforced Concrete: Approximate Solution 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 009
    Author(s): Zdeněk P. Bažant; Byung H. Oh
    Publisher: American Society of Civil Engineers
    Abstract: In a companion paper by Bazant and Oh, a simplified theory for predicting the spacing of cracks in a parallel crack system in reinforced concrete was presented. In this paper a different approximate analysis yields about ...
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    Closure to “<i>Deformation of Cracked Net‐Reinforced Concrete Walls</i>” by Zdeněk P. Bazčant and Byung H. Oh (January, 1983) 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 003
    Author(s): Zdengk P. Bazant; Byung H. Oh
    Publisher: American Society of Civil Engineers
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    Microplane Model for Progressive Fracture of Concrete and Rock 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 004
    Author(s): Zdeněk P. Bažant; Byung H. Oh
    Publisher: American Society of Civil Engineers
    Abstract: A constitutive model for a brittle aggregate material that undergoes progressive tensile fracturing or damage is presented. It is assumed that the normal stress on a plane of any orientation within the material, called the ...
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    Rock Fracture Via Strain‐Softening Finite Elements 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 007
    Author(s): Zdene⁁k P. Baz⁁ant; Byung H. Oh
    Publisher: American Society of Civil Engineers
    Abstract: The fracture of rock is assumed to arise from propagation of a blunt crack band with continuously distributed (smeared) microcracks or continuous cracks. This approach, justified by material heterogeneity, is convenient ...
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