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    Time‐Dependent Shear Transfer in Cracked Concrete: Part I 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author(s): Jerome W. Frénay; Hans W. Reinhardt; Joost C. Walraven
    Publisher: American Society of Civil Engineers
    Abstract: There is a lack of information about the behavior of cracked concrete subjected to in‐plane sustained shear loading. Tests are conducted on 46 push‐off specimens, each provided with a central crack, widths less than 0.10 ...
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    Time‐Dependent Shear Transfer in Cracked Concrete: Part II 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author(s): Jerome W. Frénay; Hans W. Reinhardt; Joost C. Walraven
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical model is presented, analyzing in‐plane sustained shear tests on push‐off specimens, each provided with a central crack. The tests are described by an extended version of Walraven's two‐phase model accounting ...
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