Results 21 to 30 of about 23,353 (234)
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
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
doaj +1 more source
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
doaj +1 more source
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
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
Lateral–Torsional Buckling design for pultruded FRP beams [PDF]
Composite Structures, 2015 This paper presents an investigation into the development of a design procedure for Pultruded Fibre Reinforced Polymers (PFRP) beams failing by the elastic buckling mode of Lateral-Torsional Buckling (LTB). The design procedure is based on the European design approach for uniform members in bending of structural steel.
Nguyen, T. T. +2 more
openaire +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
doaj +1 more source
A Novel Approach for Lateral Buckling Assessment of Double Tapered Thin-Walled Laminated Composite I-Beams [PDF]
Mechanics 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
The lateral buckling of steel I-shape beams with continuous torsional elastic restraints
Budownictwo i Architektura, 2013 A simple model of the lateral buckling of steel I-shape beams with elastic and continuous torsional restraints was developed. The lateral buckling beams with free warping were formulated as differential equations in terms of torsion angle.
Roman Bijak
doaj +1 more source
, 2021 The lateral torsional buckling (LTB) analysis of glass members is a well-known issue, and can be critical for the design of glass fins that are used to brace slab panels or walls and facades .
Chiara Bedon
semanticscholar +1 more source