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    A Study on Plastic Shakedown of Structures: Part I—Basic Properties 

    Source: Journal of Applied Mechanics:;1993:;volume( 060 ):;issue: 002:;page 318
    Author(s): C. Polizzotto
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: For a continuous elastic-perfectly plastic solid body subjected to a combination of cyclic (mechanical and/or kinematical) load and of a steady (mechanical) load such as to produce plastic ...
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    Interaction Diagram of a Circular Bar in Torsion and Extension 

    Source: Journal of Applied Mechanics:;1995:;volume( 062 ):;issue: 001:;page 233
    Author(s): P. Fuschi; C. Polizzotto
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: For a circular bar of perfectly plastic material and subjected to a cyclically variable torque and a constant axial force, the interaction (or generalized Bree) diagram is derived by a direct ...
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    Dynamic Shakedown of Structures under Repeated Seismic Loads 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 012
    Author(s): G. Borino; C. Polizzotto
    Publisher: American Society of Civil Engineers
    Abstract: Elastic, perfectly plastic structures are considered under the action of repeated short-duration exitations of seismic type acting in an unknown time sequence, but belonging to a given polyhedral excitation domain. The ...
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    A Thermodynamic Approach to Nonlocal Plasticity and Related Variational Principles 

    Source: Journal of Applied Mechanics:;1999:;volume( 066 ):;issue: 004:;page 952
    Author(s): G. Borino; P. Fuschi; C. Polizzotto
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Elastic-plastic rate-independent materials with isotropic hardening/softening of nonlocal nature are considered in the context of small displacements and strains. A suitable thermodynamic framework ...
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    Optimal Shakedown Design of Circular Plates 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 012
    Author(s): F. Giambanco; L. Palizzolo; C. Polizzotto
    Publisher: American Society of Civil Engineers
    Abstract: The optimal design of circular plates of elastic‐perfectly plastic material and subjected to variable repeated loads is studied according to the shakedown criterion. Two different types of design problem are formulated: ...
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