Results 1 to 10 of about 13,966 (231)
Behaviour of Hot-Rolled Purlins Connected with Sandwich Panels [PDF]
Archives of Civil Engineering, 2021 The influence of sheeting made by sandwich panels on the lateral-torsional buckling resistance of hot rolled purlin was studied in this paper. The actual shear and torsional stiffness as well as resistance of connections between sandwich panel and ...
Marcin Górski, Aleksander Kozłowski
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Alexandria Engineering Journal, 2023 This study presents an advanced framework for modeling the lateral-torsional buckling behavior of cellular steel beams, which combines hybrid intelligent models with numerical simulation.
Mohamed El Amine Ben Seghier +4 more
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Buckling Resistance of Quasi-Straight H-Section Beam-Columns under Unequal End Moments [PDF]
Archives of Civil Engineering, 2021 Steel prismatic elements of equal flanges double-tee section subject to major axis bending and compression, unrestrained in the out-of-plane direction between the supports, are vulnerable to buckling modes associated with minor axis flexural and ...
Marian Antoni Giżejowski +3 more
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Lateral-Torsional Buckling of Non-Prismatic I-Beams Using FEM Approach
Medžiagotyra, 2023 Essential steel components with variable cross-section are fabricated from welded plates, which are primarily employed for the growth of the construction industry in beams according to the stress and stiffness requirements of the structure.
Senthilpandian MARIAPPAN +5 more
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Elastic Flexural-Torsional Buckling of Steel I-Section Members Unrestrained Between End Supports [PDF]
Archives of Civil Engineering, 2021 Elastic instability of steel I-section members has been investigated with regard to axial compression, major axis bending as well as compression and major axis bending, based on the Vlasov theory of thin-walled members.
Marian Antoni Giżejowski +2 more
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Journal of Engineering and Applied Science, 2022 I-girders with circular corrugated webs are considered as a new fabrication technology. The corrugation of the web considerably increases the stiffness of the cross-section to resist shear forces and also increases the out-of-plane stiffness.
Sh. M. Swelem +2 more
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Journal of Engineering, 2020 This paper presents the effects of the several factors that influence lateral-torsional buckling on freestanding circular arches. The studied factors that attribute to the effects of lateral-torsional buckling include cross section type, included angle ...
Emmanuel-Peters Teke Tebo +2 more
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FINITE ELEMENT ANALYSIS ON LATERAL TORSIONAL BUCKLING BEHAVIOUR OF I-BEAM WITH WEB OPENING [PDF]
Engineering Heritage Journal, 2017 Lateral torsional buckling may occur in an unrestrained beam. A beam is considered to be unrestrained when its compression flange is free to laterally rotate and laterally displace.
Fatimah , Fadzli , Nor Salwani
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Study of the Elastic and Inelastic Resistance to Lateral Torsional Buckling of Steel Semi-Compact I-Sections [PDF]
Numerical Methods in Civil Engineering, 2023 This paper uses a parametric numerical study to assess the Lateral-torsional buckling (LTB) performance of several semi-compact beams: S1, S2, and S3.
Baker Wael Abuteir, Abderrahim Labed
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Applied Sciences, 2020 The shear buckling of web plates and lateral–torsional buckling are among the major failure modes of plate girders. The importance of the lateral–torsional buckling capacity of plate girders was further evidenced when several plate girders of a bridge in
Celal Cakiroglu +3 more
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