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    Static Response of Stiff-Cored Unsymmetric Sandwich Beams 

    Source: Journal of Manufacturing Science and Engineering:;1976:;volume( 098 ):;issue: 002:;page 391
    Author(s): D. K. Rao
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Improved equations governing the deflection of an unsymmetric sandwich beam (which include the effect of extensional and bending rigidities of its stiff core) are derived using a variational ...
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    Frequencies and Loss Factors of Multicored Sandwich Beams 

    Source: Journal of Mechanical Design:;1978:;volume( 100 ):;issue: 004:;page 667
    Author(s): D. K. Rao
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The sandwich beam analyzed in the present paper consists of layers of elastic and viscoelastic material of arbitrary thickness and material. No restrictive assumptions are made on the bending ...
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    Frequency and Loss Factors of Tapered Symmetric Sandwich Beams 

    Source: Journal of Applied Mechanics:;1977:;volume( 044 ):;issue: 003:;page 511
    Author(s): D. K. Rao; W. Stühler
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Static Analysis of Three-Layered Sandwich Cantilever Beams 

    Source: Journal of Vibration and Acoustics:;1984:;volume( 106 ):;issue: 004:;page 501
    Author(s): S. R. Sharma; D. K. Rao
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A detailed static deflection and stress analysis of three-layered sandwich cantilever beams, subjected to both uniform as well as concentrated loads, is presented here. Three types of boundary ...
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    Stiffness of Magnetic Bearings Subjected to Combined Static and Dynamic Loads 

    Source: Journal of Tribology:;1992:;volume( 114 ):;issue: 004:;page 785
    Author(s): D. K. Rao; G. V. Brown; P. Lewis; J. Hurley
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper investigates the stiffness of a magnetic bearing that is subjected to the combined action of static and dynamic loads. Since their sum cannot exceed the saturation load, a large ...
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