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    Web Shear Buckling of Steel-Concrete Composite Girders: Large-Scale Experimental Study 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 001:;page 04024194-1
    Author(s): Mehmed Numanović; Markus Knobloch
    Publisher: American Society of Civil Engineers
    Abstract: This study introduces a large-scale testing campaign on five suitably sized steel and steel-concrete composite plate girders subjected to web shear buckling. The focus of this investigation is on understanding the structural ...
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    ISO Standard Fire Tests of Concrete-Filled Steel Tube Columns with Solid Steel Core 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Martin Neuenschwander; Markus Knobloch; Mario Fontana
    Publisher: American Society of Civil Engineers
    Abstract: Concrete-filled steel tube columns with solid steel core are prefabricated innovative composite columns that are especially designed to achieve high fire resistance, even with high slenderness ratios and load levels. These ...
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    Fire Design of Timber-Concrete Composite Slabs with Screwed Connections 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 002
    Author(s): Andrea Frangi; Markus Knobloch; Mario Fontana
    Publisher: American Society of Civil Engineers
    Abstract: The structural behavior of timber-concrete composite slabs is mainly governed by the shear connection between timber and concrete. When a timber-concrete composite structure is exposed to fire, it is of particular importance ...
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    Structural Behavior of Steel-Plate Girders in Shear: Experimental Study and Review of Current Design Principles 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 011
    Author(s): Claudio Scandella; Martin Neuenschwander; Khalid M. Mosalam; Markus Knobloch; Mario Fontana
    Publisher: ASCE
    Abstract: This paper presents a novel experimental investigation into the pre- and postcritical behavior of steel-plate girders in shear. We have quantitatively scrutinized the deformation behavior of the web shear buckling using ...
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