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    Discussion of “<i>Free Vibration Behavior of Prestressed Beams</i>” by K. Kanaka Raju and G. Venkateswara Rao (February, 1986, Vol. 112, No. 2) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): Charles W. Bert
    Publisher: American Society of Civil Engineers
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    Discussion: “The Effect of Compressibility on the Stress Distributions in Thin Elastomeric Blocks and Annular Bushings” (Lai, Y.-H., Dillard, D. A., and Thornton, J. S., 1992, ASME J. Appl Mech., 59, pp. 902–908) 

    Source: Journal of Applied Mechanics:;1993:;volume( 060 ):;issue: 003:;page 787
    Author(s): Charles W. Bert
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Plastic Tensile Instability in Pressurized Shells of Revolution 

    Source: Journal of Applied Mechanics:;1965:;volume( 032 ):;issue: 002:;page 449
    Author(s): Charles W. Bert
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Discussion: “Natural Frequencies and Normal Modes of a Spinning Timoshenko Beam With General Boundary Conditions” (Zu, J. W. Z., and Han, R. P. S., 1992, ASME J. Appl Mech., 59, pp. S197–S204) 

    Source: Journal of Applied Mechanics:;1992:;volume( 059 ):;issue: 004:;page 1046
    Author(s): Charles W. Bert
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Discussion of “<i>Nonprismatic Shear Beams</i>” by Stefan J. Medwadowski (May, 1984) 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 005
    Author(s): Charles W. Bert
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Improved Technique for Estimating Buckling Loads</i>” by Charles W. Bert (Dec., 1984) 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 010
    Author(s): Charles W. Bert
    Publisher: American Society of Civil Engineers
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    Effect of Axial Compressibility on Buckling of Columns 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Charles W. Bert
    Publisher: American Society of Civil Engineers
    Abstract: Using the Trefftz initial-stress theory of prestressed solids and applying Hamilton's principle, the governing equation is obtained for small-deflection instability of a column with finite axial compressibility. The equation ...
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    Closure to “<i>Effect of Axial Compressibility on Buckling of Columns</i>” by Charles W. Bert (March, 1990, Vol. 116, No. 3) 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 009
    Author(s): Charles W. Bert
    Publisher: American Society of Civil Engineers
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    Adventures in Applied Mechanics 

    Source: Applied Mechanics Reviews:;2000:;volume( 053 ):;issue: 010:;page R39
    Author(s): Charles W. Bert
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Improved Technique for Estimating Buckling Loads 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 012
    Author(s): Charles W. Bert
    Publisher: American Society of Civil Engineers
    Abstract: An improved version of the Rayleigh technique is applied to prediction of critical buckling loads of prismatic columns, stepped columns, and tapered columns. Both the Rayleigh (curvature) or potential energy expression and ...
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