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    Closure to “<i>Bearing Capacity of Foundations in Slopes</i>” by Donald Shields, Neil Chandler, and Jacques Gamier (March, 1990, Vol. 116, No. 3) 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 012
    Author(s): Donald Shields
    Publisher: American Society of Civil Engineers
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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 of “<i>Shaft Resistance of a Model Pile in Clay</i>” by Indrasurya B. Mochtar and Tuncer B. Edil (November, 1988, Vol. 114, No. 11) 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 010
    Author(s): Donald H. Shields
    Publisher: American Society of Civil Engineers
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    Discussion: “A Note on Microbuckling in Unidirectional Fibrous Composites” (Minahen, T. M., and Knauss, W. G., 1989, ASME J. Appl Mech., 56, pp. 983–985) 

    Source: Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 003:;page 795
    Author(s): T. W. Shield
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Contact of a Smooth Flat Indenter on a Layered Elastic Half-Space: Beam on an Elastic Foundation Model 

    Source: Journal of Applied Mechanics:;1991:;volume( 058 ):;issue: 003:;page 855
    Author(s): T. W. Shield
    Publisher: The American Society of Mechanical Engineers (ASME)
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