Results 11 to 20 of about 214 (138)

Analytical Solution for Lateral-Torsional Buckling of Concrete-Filled Tubular Flange Girders with Torsional Bracing

open access: yesAdvances in Civil Engineering, 2020
Concrete-filled tubular flange girders have been used in bridges, and torsional bracings are widely used in them to increase the lateral-torsional buckling strength. This article proposes an analytical solution for the lateral-torsional buckling (LTB) of
Yingchun Liu   +4 more
doaj   +1 more source

FINITE ELEMENT ANALYSIS ON LATERAL TORSIONAL BUCKLING BEHAVIOUR OF I-BEAM WITH WEB OPENING [PDF]

open access: yesEngineering 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
doaj   +1 more source

Study of the Elastic and Inelastic Resistance to Lateral Torsional Buckling of Steel Semi-Compact I-Sections [PDF]

open access: yesNumerical 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
doaj   +1 more source

Buckling analysis of FML cylindrical shells under combined axial and torsional loading [PDF]

open access: yesMechanics of Advanced Composite Structures, 2020
Generally, in-served cylindrical shells buckling usually takes place not merely under one of the basic loads, i.e., axial compression, lateral pressure, and torsion, but under a combination of them.
Ahmad Reza Ghasemi   +2 more
doaj   +1 more source

Parametric Study on Buckling Behavior of Aluminum Alloy Thin-Walled Lipped Channel Beam with Perforations Subjected to Combined Loading [PDF]

open access: yesEngineering 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

Numerical Modelling of Solid and Perforated Horizontally Curved Steel Plate Girders [PDF]

open access: yesJournal 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
doaj   +1 more source

Elastic lateral-torsional buckling of steel bisymmetric double-tee section beams [PDF]

open access: yesArchives 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
doaj   +1 more source

Lateral Torsional Buckling of Steel Beams Elastically Restrained at the Support Nodes

open access: yesApplied 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

An Analysis of elastic and inelastic lateral torsional buckling of web-tapered I beams using the finite element method

open access: yesMATEC 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

Torsional Restraint against Elastic Lateral Buckling

open access: yesJournal of Structural Engineering, 1998
It is well known that a central elastic torsional restraint restricts the lateral buckling shape of an elastic I-beam and increases its elastic flexural-torsional buckling resistance. However, available information on the effects of torsional restraints on elastic buckling are either incomplete, or in some cases inaccurate.
Valentino, John   +1 more
openaire   +2 more sources

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