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    Fiber Element for Cyclic Bending and Shear of RC Structures. II: Verification 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 009
    Author(s): Marco Petrangeli
    Publisher: American Society of Civil Engineers
    Abstract: The fiber beam element with shear modeling developed in the companion paper is calibrated and verified by comparison with test data. The verification is carried out for the material constitutive behavior and for single ...
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    Smeared Crack Approaches—Material Modeling 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 006
    Author(s): Marco Petrangeli; Joško Ožbolt
    Publisher: American Society of Civil Engineers
    Abstract: Since the smeared crack concept has proved to be very attractive when used in the finite-element fracture analysis, many different material models have been put forward. The majority of these models, usually known as a ...
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    Rational Approach to Prediction of Shear Capacity of RC Beam-Column Elements 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 002
    Author(s): Paola Rita Marcantonio; Joško Ožbolt; Marco Petrangeli
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new predictive formula for the shear capacity evaluation of reinforced concrete members subjected to combined axial, bending, and shear forces. The formula is based on a tensorial approach to concrete ...
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    Fiber Element for Cyclic Bending and Shear of RC Structures. I: Theory 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 009
    Author(s): Marco Petrangeli; Paolo Emilio Pinto; Vincenzo Ciampi
    Publisher: American Society of Civil Engineers
    Abstract: After a few years of successful application of the fiber beam element to the analysis of reinforced concrete (RC) frames, the introduction of the mechanisms of shear deformation and strength appears to be the next necessary ...
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