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    Tension Stiffness Model for Cracked Reinforced Concrete 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 003
    Author(s): Zhishen Wu; Hiromichi Yoshikawa; Tada‐aki Tanabe
    Publisher: American Society of Civil Engineers
    Abstract: It is known that the consideration of tension stiffening effect resulting from bond slip between reinforcement and surrounding concrete is very effective for the deformation analysis of reinforced concrete members. In the ...
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    Analytical Model for Shear Slip of Cracked Concrete 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author(s): Hiromichi Yoshikawa; Zhishen Wu; Tada‐aki Tanabe
    Publisher: American Society of Civil Engineers
    Abstract: Analytical formulation of constitutive equations for a single crack is made, which relates the shear and normal stresses to the corresponding displacements. The modeling of four basic coefficients involved in the constitutive ...
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