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    Linking the von Karman Equations to the Practical Design of Plates 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 011:;page 04021097-1
    Author(s): Jurgen Becque
    Publisher: ASCE
    Abstract: The Föppl-von Karman equations describe the highly nonlinear postbuckling behavior of elastic plates but are notorious for their unwieldiness. Owing to the lack of a sufficiently general solution, the practical design of ...
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    Inelastic Plate Buckling 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 009
    Author(s): Jurgen Becque
    Publisher: American Society of Civil Engineers
    Abstract: Current models to determine the local buckling stress of inelastic plates under in-plane loading are based on plastic deformation theory and semirational or empirical relationships. A successful
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    Sidewall Buckling of Equal-Width RHS Truss X-Joints 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Jurgen Becque; Shanshan Cheng
    Publisher: American Society of Civil Engineers
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    Stability of Z-Section Purlins Used as Temporary Struts during Construction 

    Source: Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author(s): Jurgen Becque; Kim J. R. Rasmussen
    Publisher: American Society of Civil Engineers
    Abstract: The stability of Z purlins subject to combined axial force and biaxial bending due to self-weight (a situation that typically arises during construction) is investigated. Single, isolated purlins as well as purlins with ...
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    Experimental Study of Cold-Formed Steel Built-Up Beams 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Francisco J. Meza; Jurgen Becque; Iman Hajirasouliha
    Publisher: ASCE
    Abstract: This paper describes a comprehensive experimental program on cold-formed steel built-up beams with two different cross-sectional geometries. The work aimed to experimentally investigate the interaction between the individual ...
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    Experimental Investigation of the Interaction of Local and Overall Buckling of Stainless Steel I-Columns 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Jurgen Becque; Kim J. R. Rasmussen
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an experimental program carried out at the University of Sydney to study the interaction of local and overall flexural buckling in stainless steel I-columns. The columns were composed of cold-formed ...
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    Numerical Investigation of the Interaction of Local and Overall Buckling of Stainless Steel I-Columns 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Jurgen Becque; Kim J. R. Rasmussen
    Publisher: American Society of Civil Engineers
    Abstract: This report describes research carried out at the University of Sydney to study the interaction of local and overall buckling in stainless steel I-columns. A finite-element model was constructed using the commercially ...
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    Structural Size Optimization of Single and Built-Up Cold-Formed Steel Beam-Column Members 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 004:;page 04021030-1
    Author(s): Seyed Mohammad Mojtabaei; Jurgen Becque; Iman Hajirasouliha
    Publisher: ASCE
    Abstract: The use of cold-formed steel (CFS) elements in residential and industrial buildings is widely gaining popularity due to their ability to provide cost-effective and sustainable solutions. A high degree of flexibility in the ...
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    Local Buckling in Cold-Formed Steel Moment-Resisting Bolted Connections: Behavior, Capacity, and Design 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Seyed Mohammad Mojtabaei; Jurgen Becque; Iman Hajirasouliha
    Publisher: ASCE
    Abstract: The research presented in this paper aimed to investigate local buckling failure occurring adjacent to moment-resisting bolted connections in cold-formed steel back-to-back channel beams connected to a gusset plate through ...
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    Behavior and Design of Cold-Formed Steel Bolted Connections Subjected to Combined Actions 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 004:;page 04021013-1
    Author(s): Seyed Mohammad Mojtabaei; Jurgen Becque; Iman Hajirasouliha
    Publisher: ASCE
    Abstract: Cold-formed steel (CFS) moment connections are often formed by bolting the webs of the connecting elements to a stiffened gusset plate, and local buckling of the web adjacent to the connection typically governs their ...
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