Results 1 to 10 of about 911 (157)

Web post-buckling strength of thin-webbed cellular beams using carbon PFRP profiles

open access: yesFracture and Structural Integrity, 2022
Currently, cellular steel beams are widely used by structural engineers and major companies due to their useful structural applications and serviceable performance.
Hamda Guedaoura, Yazid Hadidane
doaj   +3 more sources

EC3 design of web-post buckling resistance for perforated steel beams with elliptically-based web openings

open access: yesThin-Walled Structures, 2022
In this paper, the influence of the web-post geometric parameters on the shear buckling resistance of perforated steel beams with previously proposed novel non-standard elliptically-based web openings is investigated. An economical and practical approach to estimate the web-post buckling resistance in accordance with EUROCODE 3 and the buckling ...
Felipe Ferreira   +2 more
exaly   +5 more sources

Web-post buckling prediction resistance of steel beams with elliptically-based web openings using Artificial Neural Networks (ANN) [PDF]

open access: yesThin-Walled Structures, 2022
This paper aims to propose an Artificial Neural Network (ANN) model that predicts accurately web-post buckling resistance and failure mode of steel beams with elliptically-based openings. A total of 4,344 and 5,400 geometrical models, were developed by finite element method (FEM) and used to train, validate and test the ANN model for the web-post ...
Felipe Ferreira   +2 more
exaly   +4 more sources

Numerical investigation of elastic-plastic buckling performance of circular arched cellular steel beam using nonlinear finite element analysis method [PDF]

open access: yesHeliyon
This study presents a numerical investigation of the in-plane elastic-plastic performance, post-buckling mode, and arched web-post shear resistance of a pinned end circular arched cellular steel beam using ABAQUS nonlinear finite element analysis package.
Besukal Befikadu Zewudie   +2 more
doaj   +2 more sources

Machine learning-driven web-post buckling resistance prediction for high-strength steel beams with elliptically-based web openings

open access: yesResults in Engineering
The use of periodical elliptically-based web (EBW) openings in high strength steel (HSS) beams has been increasingly popular in recent years mainly because of the high strength-to-weight ratio and the reduction in the floor height as a result of allowing
Musab Rabi   +7 more
doaj   +3 more sources

Post buckling resistance reserve of corrugated girders with support stiffeners [PDF]

open access: yesArchives of Civil Engineering, 2022
The analysis of web-corrugated and trapezoidal profiled web girders focuses on the description of buckling resistance, possibly the ultimate resistance neglecting the post-buckling resistance reserve of girders.
Witold Basiński
doaj   +1 more source

Influence of web stiffeners in the bearing capacity of steel castellated beams subjected to failure by web post instability

open access: yesRevista Ingeniería de Construcción, 2020
This work presents a numeric study using the Finite Element Method for castellated beams manufactured from Brazilian steel rolled I-sections, which collapse by web post buckling.
W. Vieira   +3 more
doaj   +6 more sources

Web-post buckling behaviour of composite beams with large elliptically-based web openings

open access: yesJournal of Constructional Steel Research
CARLOS Humberto Martins   +2 more
exaly   +3 more sources

Slender metal web stability analysis: Impact of initial imperfection on the mode of buckling [PDF]

open access: yesMATEC Web of Conferences, 2020
The post buckling of a rectangular slender web in compression has been analyzed. Shapes of a buckling area obtained from the nonlinear analysis have been compared with buckling modes from the linearized problem for various aspect ratios.
Psotný Martin
doaj   +1 more source

Influence of web stiffeners in the bearing capacity of steel castellated beams subjected to failure by web post instability

open access: yesRevista Ingeniería de Construcción, 2017
This work presents a numeric study using the Finite Element Method for castellated beams manufactured from Brazilian steel rolled I-sections, which collapse by web post buckling.
W. Vieira   +3 more
doaj   +6 more sources

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