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    Structural Behavior of Thin-Walled Metal Silos Subject to Different Flow Channel Sizes under Eccentric Discharge Pressures 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 007
    Author(s): Adam J. Sadowski; J. Michael Rotter
    Publisher: American Society of Civil Engineers
    Abstract: The condition of eccentric discharge is known to be one of the most critical for the design of thin-walled cylindrical metal silos. Significant progress has been made in recent years in devising a relatively realistic set ...
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    Elastic Imperfect Cylindrical Shells of Varying Length under Combined Axial Compression and Bending 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Jie Wang; Adam J. Sadowski
    Publisher: ASCE
    Abstract: This paper presents a comprehensive computational investigation of the elastic nonlinear buckling response of near-perfect and highly imperfect uniform-thickness thin cylindrical shells of varying length under combined ...
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    Study of Buckling in Steel Silos under Eccentric Discharge Flows of Stored Solids 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 006
    Author(s): Adam J. Sadowski; J. Michael Rotter
    Publisher: American Society of Civil Engineers
    Abstract: The most serious loading condition for slender thin-walled metal silos has long been recognized to be the condition of discharge, with eccentric discharge causing more catastrophic failures than any other. Two key reasons ...
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    Ovalization Restraint in Four-Point Bending Tests of Tubes 

    Source: Journal of Engineering Mechanics:;2019:;Volume ( 145 ):;issue: 003
    Author(s): Qing Liu; Adam J. Sadowski; J. Michael Rotter
    Publisher: American Society of Civil Engineers
    Abstract: Four-point bending tests have been a staple in many structural engineering experiments as a reliable way of assessing the bending resistance of circular hollow sections, tubes, and cylindrical shells, and they continue to ...
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