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    Discussion of “<i>Fracture Mechanics of Bond in Reinforced Concrete</i>” by Anthony R. Ingraffea, Walter H. Gerstle, Peter Gergely, and Victor Saouma (April, 1984) 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 005
    Author(s): Pietro G. Gambarova; Ezio Giuriani
    Publisher: American Society of Civil Engineers
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    Interrelation of Splitting and Flexural Cracks in RC Beams 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author(s): Ezio Giuriani; Giovanni A. Plizzari
    Publisher: American Society of Civil Engineers
    Abstract: The durability of reinforced concrete (RC) structures depends mainly on concrete permeability that allows the aggressive agents to reach the reinforcement and to start corrosion. In addition to the permeability connected ...
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    Role of Stirrups and Residual Tensile Strength of Cracked Concrete on Bond 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Ezio Giuriani; Giovanni Plizzari; Cristiano Schumm
    Publisher: American Society of Civil Engineers
    Abstract: The local bond‐slip law of an anchored ribbed bar after the splitting of its surrounding concrete is studied. Particular attention is devoted to understanding the reason why several experimental results show a different ...
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    Stud Shear Connection Design for Composite Concrete Slab and Wood Beams 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 012
    Author(s): Piero Gelfi; Ezio Giuriani; Alessandra Marini
    Publisher: American Society of Civil Engineers
    Abstract: The stiffening and strengthening of wood floors with a thin collaborating concrete slab is a recent technique which appears particularly suitable for restoration work on ancient buildings. This research deals with the ...
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