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    An Energy Method for Certain Second-Order Effects With Application to Torsion of Elastic Bars Under Tension 

    Source: Journal of Applied Mechanics:;1980:;volume( 047 ):;issue: 001:;page 75
    Author(s): R. T. Shield
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: When a mechanical system has a potential energy, it is a simple matter to show that if the generalized force corresponding to a coordinate p is known to first order in p for a range of ...
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    Extension and Torsion of Elastic Bars With Initial Twist 

    Source: Journal of Applied Mechanics:;1982:;volume( 049 ):;issue: 004:;page 779
    Author(s): R. T. Shield
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In contrast to straight bars, elastic bars with initial twist exhibit coupling between tension and torsion. The coupling is examined for pretwisted bars composed of homogeneous isotropic material ...
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    A. E. Green 

    Source: Journal of Applied Mechanics:;1999:;volume( 066 ):;issue: 004:;page 837
    Author(s): R. T. Shield
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Variational Principles for Some Nonstandard Elastic Problems 

    Source: Journal of Applied Mechanics:;1987:;volume( 054 ):;issue: 004:;page 768
    Author(s): R. T. Shield
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Variational principles are derived for some nonstandard problems involving elastic bodies in smooth contact. For these problems, the portions of the surfaces where one boundary condition holds ...
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    Uniqueness for Elastic Crack and Punch Problems 

    Source: Journal of Applied Mechanics:;1982:;volume( 049 ):;issue: 003:;page 516
    Author(s): R. T. Shield
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Uniqueness of solution is shown for equilibrium states for elastic bodies in smooth contact. The cases considered include a body with a crack that may open only partially under load with parts ...
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    On the Optimum Design of Shells 

    Source: Journal of Applied Mechanics:;1960:;volume( 027 ):;issue: 002:;page 316
    Author(s): R. T. Shield
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A procedure is developed for obtaining the design of an elastic, perfectly plastic shell or structure which will support prescribed loads and which is the optimum design for a given criterion. ...
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    Discussion: “Analytical Solution of Hill’s Equation” (Pala, Y., 1994, ASME J. Appl. Mech., 61, pp. 1000–1001) 

    Source: Journal of Applied Mechanics:;1995:;volume( 062 ):;issue: 002:;page 553
    Author(s): R. T. Shield
    Publisher: The American Society of Mechanical Engineers (ASME)
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    A Consistent Theory for Elastic Deformations With Small Strains 

    Source: Journal of Applied Mechanics:;1984:;volume( 051 ):;issue: 004:;page 717
    Author(s): R. T. Shield
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A consistent theory is developed for linear elastic behavior in which the strains are small but in which no restriction is placed on the magnitudes of the displacements or the rotations of ...
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    A General Theory of Optimal Plastic Design 

    Source: Journal of Applied Mechanics:;1967:;volume( 034 ):;issue: 001:;page 184
    Author(s): William Prager; R. T. Shield
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The method of optimal plastic design used by Marçal and Prager [1] is reviewed and generalized to arbitrary one and two-dimensional plastic structures, and the uniqueness of optimal designs ...
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    Elastic Deformations of Strips and Circular Plates Under Uniform Pressure 

    Source: Journal of Applied Mechanics:;1986:;volume( 053 ):;issue: 004:;page 873
    Author(s): S. Im; R. T. Shield
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A consistent theory for linear elastic behavior in which the strains are small but in which the displacements and rotations can be large is applied to the bending of a long rectangular plate ...
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