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Dynamic Post-Buckling Behavior
Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series, 2017 Geometric non-linear theory has been used to describe the post-buckling behavior of slender web. Hamilton’s principle in increments has been used. Examples of dynamic post-bucking behavior of slender web loaded in compression are presented.
Šnirc Ľuboš +2 more
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Failure modes of steel beams with web openings [PDF]
Građevinski Materijali i KonstrukcijeAs an alternative to trusses and open-web joist systems, beams with Web openings are lightweight, long-spanning structural elements that bind structural role (efficient load distribution) and functionality in a visually acceptable way by allowing service
Ranisavljević Maja, Dobrić Jelena
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Buildings, 2022 Steel plate shear walls (SPSWs) offer good energy dissipation capability when subjected to seismic forces as a robust lateral load resisting structure.
Wahab Abdul Ghafar +5 more
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Acta Polytechnica, 2016 In this study, an analytical model of the combination of beam-web shear buckling and bottom-flange buckling at elevated temperatures has been introduced. This analytical model is able to track the force-deflection path during post-buckling. A range of 3D
Guan Quan, Shan-Shan Huang, Ian Burgess
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Design of Cellular Members under Axial-Shear-Flexure Interaction [PDF]
Journal of Applied and Computational MechanicsDue to lack of a design resistance for cellular beam-columns under the axial-shear-flexure interaction, the design interaction resistances were investigated through a validated finite element analysis.
Pattamad Panedpojaman +3 more
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Experimental and FE analysis of stiffened steel I-column with slender sections
Ain Shams Engineering Journal, 2018 This paper presents an experimental and a FE analysis of the compressive behavior of slender section columns with and without stiffeners. A series of tests was performed on specimens with different overall heights and different number of stiffeners.
Suzan A.A. Mustafa +3 more
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The Baltic Journal of Road and Bridge Engineering, 2010 The present paper is concerned with the elastic design optimisation of continuous composite beams. This optimisation is based on the analysis of the beam in the inelastic range including the concrete creep and shrinkage, the tension stiffening and ...
Samy Guezouli +2 more
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Post-buckling Analysis of Cold-form Steel Column
Journal of Engineering, 2020 For the time being, the cold-formed sections are widely used due to their simple manufacturing and construction processes. To be feasible, the strength of cold-formed columns should be determined based on their post-buckling behavior.
Tuka Mohammed Qasim +1 more
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Shear strength of thin web – influence of lighting openings and diagonal tension
Aviation, 2016 This article provides information about stress analysis of thin beam webs with and without lighting openings. The study described in this paper was carried out in order to investigate the influence of circular lighting openings in planar webs on critical
Marek Horák, Antonín Píštěk
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A Study of Residual Shear Strength in Severely Corroded Steel Girder Ends
CivilEngCorrosion in steel girder ends, progressing from localized thinning of the web and the lower flange to severe perforation in severe cases, can significantly affect structural integrity.
Yasin Mumtaz +3 more
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