Parametric Study on Buckling Behavior of Aluminum Alloy Thin-Walled Lipped Channel Beam with Perforations Subjected to Combined Loading [PDF]
Engineering and Technology Journal, 2021 The objective of the research presented in this paper is to investigate the buckling behavior of a perforated thin-walled lipped channel beam subjected to combined load.
Dalya S. Khazaal +2 more
doaj +1 more source
Torsional-flexural buckling of unevenly battened columns under eccentrical compressive loading [PDF]
, 2016 In this paper, an analytical model is developed to determine the torsional-flexural buckling load of a channel column braced by unevenly distributed batten plates.
AISC (American Institute of Steel Construction) +9 more
core +1 more source
Numerical Modelling of Solid and Perforated Horizontally Curved Steel Plate Girders [PDF]
Journal of Engineering Research - Egypt, 2023 Through last decades, the behaviour of the curved steel plate girder has been investigated either curved vertically or horizontally in order to study the failure modes and how to increase its ultimate strength and its capacity.
reem Dowik +2 more
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Experimental investigation on cold-formed steel beams under pure bending [PDF]
, 2012 This paper presents the flexural behaviour of cold-formed double lipped channels beams under pure bending action. Two channel sections are bolted back-to-back to form an I-shape structural beam member. A series of six experiment tests were carried out on
Lee, Yee Ling +2 more
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Elastic lateral-torsional buckling of steel bisymmetric double-tee section beams [PDF]
Archives of Civil Engineering, 2022 Elastic lateral-torsional buckling of double-tee section structural steelworks has been widely investigated with regard to the major axis bending of single structural elements as a result of certain loading conditions. No specific attention has been paid
Anna Barszcz +2 more
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Geometrically nonlinear analysis of thin-walled open-section composite beams [PDF]
, 2010 A geometrically nonlinear model for general thin-walled open-section composite beams with arbitrary lay-ups under various types of loadings based on the classical lamination theory is presented.
Lee, Jaehong, Vo, Thuc
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Lateral Torsional Buckling of Steel Beams Elastically Restrained at the Support Nodes
Applied Sciences, 2019 The study shows the results of theoretical investigations into lateral torsional buckling of bisymmetric I-beams elastically restrained against warping and against rotation in the plane of lateral torsional buckling (i.e., against lateral rotation) at ...
Rafał Piotrowski, Andrzej Szychowski
doaj +1 more source
Formulae for Buckling Load Bearing Capacity of Glass Structure Elements [PDF]
Archives of Civil Engineering, 2020 Development of contemporary building industry and related search for new aesthetical and functional solutions of monumental buildings in the centers of large cities resulted in the interest in glass as a structural material.
M. Gwóźdź
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On triply coupled vibrations of axially loaded thin-walled composite beams [PDF]
, 2009 Free vibration of axially loaded thin-walled composite beams with arbitrary lay-ups is presented. This model is based on the classical lamination theory, and accounts for all the structural coupling coming from material anisotropy.
Banerjee +32 more
core +2 more sources
MATEC Web of Conferences, 2019 Elastic and inelastic lateral torsional buckling of simply web tapered I beam is studied using the finite element method. The length of the beams is 8000 mm for elastic lateral torsional buckling and 4000 mm for inelastic lateral torsional buckling.
Karta Wijaya Paulus +2 more
doaj +1 more source