Results 1 to 10 of about 3,331,715 (353)

Local Buckling of Compressed Cold‐Formed Lipped Channels via Buckling Mode Shapes

open access: hybridce/papers, 2022
AbstractThe effective width method is the most well‐known approach to determine the resistance of cold‐formed members using design formulas, accounting for the effect of local and distortional buckling.Local buckling is usually the most dominant failure mode of compressed C channels. The usual codified design method to calculate the buckling resistance
Bálint Vaszilievits‐Sömjén
openaire   +2 more sources

Buckling mode interaction in prestressed stayed columns [PDF]

open access: yesProceedings of the Institution of Civil Engineers - Structures and Buildings, 2013
Prestressed stayed columns offer an innovative and aesthetically attractive solution where designs demand long and slender elements under compression. The addition of cross-arms and pretensioned cables to the columns provides significant lateral and rotational support that can result in a marked increase of the buckling capacity.
Wadee, MA, Gardner, L, Hunt, TA
openaire   +4 more sources

K-0725 A New Buckling Mode of Thin-Walled Columns : Distortional Buckling

open access: diamondThe proceedings of the JSME annual meeting, 2001
Kazuhiko IMAMURA   +3 more
openaire   +2 more sources

FEM Analysis of Buckled Dielectric Thin-Film Packaging Based on 3D Direct Numerical Simulation

open access: yesMicromachines, 2023
This paper presents a 3D direct numerical simulation of buckled thin-film packaging based on transferred elastic thin-film wrinkling bonded on a compliant polymer ring.
Seonho Seok
doaj   +1 more source

Nonlinear Instability Behavior and Buckling of Shallow Arches Under Gradient Thermo-Mechanical Loads

open access: yesFrontiers in Materials, 2022
This paper investigates the nonlinear behavior and buckling of shallow arches under gradient thermal and mechanical loading. The gradient temperature varies continuously along the thickness of the cross section of the arch but uniformly distributes over ...
Rui Rao   +4 more
doaj   +1 more source

Buckling Behavior of Non-Retrofitted and FRP-Retrofitted Steel CHS T-Joints

open access: yesApplied Sciences, 2021
This paper aims to investigate the buckling behavior of circular hollow section (CHS) T-joints in retrofitted and non-retrofitted states under axial brace compressive loading. For this purpose, two types of analysis are carried out.
Amin Yazdi   +3 more
doaj   +1 more source

Buckling of a Composite Cylindrical Shell with Cantilever-like Boundary Conditions under Hydrostatic Pressure

open access: yesJournal of Marine Science and Engineering, 2022
In this study, an analytical solution for the buckling of a composite cylindrical shell subjected to hydrostatic pressure is proposed. The boundary conditions of the composite cylindrical shell are cantilever-like, with one end fixed and the other end ...
Ke-Chun Shen   +3 more
doaj   +1 more source

Numerical Simulation of Buckling and Post-Buckling Behavior of a Central Notched Thin Aluminum Foil with Nonlinearity in Consideration

open access: yesMetals, 2020
In thin notched sheets under tensile loading, wrinkling appears on the sheet surface, specifically around the cracked area. This is due to local buckling and compression stresses near the crack surfaces.
Mahdieh Shahmardani   +3 more
doaj   +1 more source

Analysis of failure modes and long-term stability of dangerous rock mass on typical karst bank slope in the Three Gorges Reservoir area

open access: yesZhongguo dizhi zaihai yu fangzhi xuebao, 2023
The Three Gorges Reservoir area presents a complex geological environment, where the deterioration of rock masses in the riparian zone of karst bank slopes is expedited by the fluctuating reservoir water levels of the reservoir, thereby hastening the ...
Lei HU, Peng ZHANG, Bolin HUANG
doaj   +1 more source

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