Results 31 to 40 of about 22,970 (234)
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
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
Lateral stability analysis of steel tapered thin-walled beams under various boundary conditions [PDF]
Numerical Methods in Civil Engineering, 2018 The lateral-torsional buckling of tapered thin-walled beams with singly-symmetric cross-section has been investigated before. For instance, the power series method has been previously utilized to simulate the problem, as well as the finite element method.
M. Soltani, S. Asil Gharebaghi, F. Mohri
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Stability of Thin-Walled Beams with Lateral Continuous Restraint
Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series, 2015 Metal beams of thin-walled cross-sections have been widely used in building industry as members of load-bearing structures. Their resistance is usually limited by lateral torsional buckling.
Balázs Ivan, Melcher Jindřich
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A comparative study of beam design curves against lateral torsional buckling using AISC, EC and SP
Structural Mechanics of Engineering Constructions and Buildings, 2019 Introduction. Structural stability is an essential part of design process for steel structures and checking the overall stability is very important for the determination of the optimum steel beams section.
Vera V Galishnikova, Tesfaldet H Gebre
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Effect of curvature on durable ice-phobic surfaces based on buckling metallic plates
Materials & Design, 2022 Degradation in system performance due to ice accretion on curved surfaces remains a decades-old challenge. We recently reported that Buckling Elastomer-like Anti-icing Metallic Surfaces (BEAMS) exhibit a low ice adhesion strength and extreme durability ...
Kamran Alasvand Zarasvand +3 more
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Lateral torsional buckling of partially restrained beams of high strength S690 welded I-sections
, 2021 This paper reports a systematic experimental investigation into the structural behaviour of a total of eighteen simply supported beams of high strength S690 welded I-sections with various restraint conditions, focussing on lateral torsional buckling ...
Kai Wang +3 more
semanticscholar +1 more source
Metals, 2018 Metallic thin-walled beams with continuously varying cross-sections loaded in compression are particularly sensitive to instability problems due to lateral-torsional buckling. Such a phenomenon depends on several parameters, including the cross-sectional
Ida Mascolo +5 more
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Meta‐Rod Mechanical Metamaterials With Programmable Reconfiguration
Advanced Functional Materials, EarlyView.Existing mechanical metamaterials achieve programmable large deformations in planar square or cubic configurations, restricted by required complex boundary conditions. This research proposes a 1D metamaterial, Meta‐rod, with linear, bending, twisting, area, and volume deformation modes.
Atharva Pande, Lyes Kadem, Hang Xu
wiley +1 more source
Conductive Bonding and System Architectures for High‐Performance Flexible Electronics
Advanced Functional Materials, EarlyView.This review outlines bonding technologies and structural design strategies that support high‐performance flexible and stretchable electronics. Bonding approaches such as surface‐activated bonding and anisotropic conductive films, together with system‐level architectures including buffer layers and island‐bridge structures, possess distinct mechanical ...
Kazuma Nakajima, Kenjiro Fukuda
wiley +1 more source