Results 21 to 30 of about 22,970 (234)

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

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

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

Formulae for Buckling Load Bearing Capacity of Glass Structure Elements [PDF]

open access: yesArchives 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
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

A Novel Approach for Lateral Buckling Assessment of Double Tapered Thin-Walled Laminated Composite I-Beams [PDF]

open access: yesMechanics of Advanced Composite Structures, 2022
The purpose of this paper is to introduce a simple and novel method for discussing the lateral-torsional stability of thin-walled symmetric balanced laminated beams with varying I-section.
Masoumeh Soltani
doaj   +1 more source

Lateral Torsional Buckling of Welded Stainless Steel I-Profile Beams: Experimental Study

open access: yesJournal of Structural Engineering, 2021
In this paper, an experimental program is presented consisting of 13 experiments on welded stainless steel I-profile beams subjected to lateral torsional buckling, in which 11 specimens are...
M. Fortan, B. Rossi
semanticscholar   +1 more source

Torsional Restraint of Lateral Buckling

open access: yesJournal of the Structural Division, 1966
Elastic solutions to six problems in lateral-torsional buckling of I-beams with torsional restraint are presented. The loadings considered are equal moments at the end, concentrated load at mid-span at the shear center, and uniform load at the shear center.
Arthur C. Taylor, Morris Ojalvo
openaire   +2 more sources

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