Results 101 to 110 of about 145 (125)
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Steel Construction
Abstract Steel beams with corrugated webs are widely used in construction due to their high strength‐to‐weight ratio and structural efficiency. However, accurately estimating their shear capacity remains a challenge due to the complex interaction of material properties, geometric features, and corrugation effects.
Samer Barakat +6 more
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Abstract Steel beams with corrugated webs are widely used in construction due to their high strength‐to‐weight ratio and structural efficiency. However, accurately estimating their shear capacity remains a challenge due to the complex interaction of material properties, geometric features, and corrugation effects.
Samer Barakat +6 more
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Elastic shear buckling of beams with sinusoidal corrugated webs
2022L. Sebastiao, J. Papangelis
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Engineering Structures, 2017
Abstract Wide-flange members with sinusoidal corrugations in webs are recently developed and gradually accepted as alternatives to wide-flange members with flat webs and trapezoidally corrugated webs. However, limited knowledge is available regarding flexural behavior of such members.
Zhe Zhang, Sheng Pei, Bing Qu
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Abstract Wide-flange members with sinusoidal corrugations in webs are recently developed and gradually accepted as alternatives to wide-flange members with flat webs and trapezoidally corrugated webs. However, limited knowledge is available regarding flexural behavior of such members.
Zhe Zhang, Sheng Pei, Bing Qu
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Lateral Torsional Buckling Strength of Sinusoidal Corrugated Web Plate Girders
2022Corrugated web plate girders (CWPG) have grown in popularity due to their economic efficiency. No research has been presented in Canada and very minimal research has been published on the lateral torsional strength of CWPGs with sinusoidally corrugated webs.
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Bauingenieur
In diesem Aufsatz wird ein neuer Ansatz zur Berechnung des elastischen Biegedrillknickmoments von I-Trägern mit gewelltem Steg vorgestellt. Die geeigneten Handrechenmethoden zur Bestimmung des elastisch-kritischen Moments von Wellstegträgern basieren bisher auf der Änderung der Wölbkonstante des Querschnitts.
Gábor Hajdú +2 more
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In diesem Aufsatz wird ein neuer Ansatz zur Berechnung des elastischen Biegedrillknickmoments von I-Trägern mit gewelltem Steg vorgestellt. Die geeigneten Handrechenmethoden zur Bestimmung des elastisch-kritischen Moments von Wellstegträgern basieren bisher auf der Änderung der Wölbkonstante des Querschnitts.
Gábor Hajdú +2 more
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Flexural Strength of High-Performance Built-up Beams with Sinusoidally Corrugated Web
Journal of Korean Society of Steel Construction, 2023Dae Kyung Kim, Cheol Ho Lee
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Flexural Behavior and Design of Composite Beams Fabricated with Sinusoidally Corrugated Web
Journal of Korean Society of Steel Construction, 2023openaire +1 more source
Parametric Study on Buckling Behavior of Sinusoidal Corrugated Web Girder
Journal of The korean Association For Spatial Structures, 2018Geun-Woo Park +2 more
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A Study on the Seismic Reinforcement of a Low-Rise Building Using Sinusoidal Corrugated Web Members
Journal of the Korean institute of rural architecture, 2022Dong Jo Jung, Jin Kim
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Evaluation of Shear Connections in Sinusoidally Corrugated Web Beams with Reinforcing Plates
Journal of Korean Society of Steel Construction, 2023openaire +1 more source