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    Vibrational Analysis of Thin‐Walled Bars with Open Cross Sections 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 012
    Author(s): Jerzy W. Wekezer
    Publisher: American Society of Civil Engineers
    Abstract: Natural frequencies and corresponding modal forms for thin‐walled bars of constant and open cross section are examined using the finite element method. Following the classical thin‐walled bar theory, warping and Saint‐Venant ...
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    Discussion of “<i>Degenerate Elements for Combined Flexural and Torsional Analysis of Thin‐Walled Structures</i>” by Worsak Kanok‐Nukulchai and M. Sivakumar (March, 1988, Vol. 114, No. 3) 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 009
    Author(s): Jerzy W. Wekezer
    Publisher: American Society of Civil Engineers
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    Instability of Thin Walled Bars 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 007
    Author(s): Jerzy W. Wekezer
    Publisher: American Society of Civil Engineers
    Abstract: Instability of thin walled bars of variable, open cross sections is analyzed. A thin walled bar is treated as a special case of the membrane shell with the internal constraints (Vlasov's and Wagner's assumptions). The ...
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    Free Vibrations of Thin‐Walled Bars with Open Cross Sections 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 010
    Author(s): Jerzy W. Wekezer
    Publisher: American Society of Civil Engineers
    Abstract: An application of the finite element method to the theory of thin‐walled bars of variable, open cross section is presented. A thin‐walled bar is considered as a special case of the membrane shell with internal constraints ...
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    Closure to “<i>Instability of Thin Walled Bars</i>” by Jerzy W. Wekezer (July, 1985, Vol. 111, No. 7) 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 008
    Author(s): Jerzy W. Wekezer
    Publisher: American Society of Civil Engineers
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    Plates on Elastic Foundation 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 011
    Author(s): David S. Chilton; Jerzy W. Wekezer
    Publisher: American Society of Civil Engineers
    Abstract: Analysis of rectangular plates resting on a Winkler-type, one-parameter foundation is studied. The finite element method is applied and a 12-degree-of-freedom, nonconforming rectangular plate element is adopted. Based on ...
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    Closure to “<i>Plates on Elastic Foundation</i>” by David S. Chilton and Jerzy W. Wekezer (November, 1990, Vol. 116, No. 11) 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): David S. Chilton; Jerzy W. Wekezer
    Publisher: American Society of Civil Engineers
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    Vehicle Impact Simulation 

    Source: Journal of Transportation Engineering, Part A: Systems:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Jerzy W. Wekezer; Morton S. Oskard; Roger W. Logan; Edward Zywicz
    Publisher: American Society of Civil Engineers
    Abstract: Improvement in impact simulation between vehicles and roadside safety hardware is investigated. The use DYNA3D, a nonlinear, explicit, three‐dimensional, public‐domain, finite‐element code for vehicle impact numerical ...
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