Results 1 to 10 of about 6,801,347 (177)

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   +5 more sources

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

Three hundred sixty-degree prophylactic laser retinopexy versus focal laser during rhegmatogenous retinal detachment repair: A systematic review and meta-analysis. [PDF]

open access: yesActa Ophthalmol
Abstract Purpose To compare the anatomic, functional and safety outcomes of intra‐operative 360‐degree prophylactic laser retinopexy versus focal laser retinopexy during pars plana vitrectomy (PPV) for rhegmatogenous retinal detachment (RRD) and to assess the certainty of evidence.
Yaldo L   +5 more
europepmc   +2 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   +10 more sources

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   +10 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

Experimental study of the behaviour and failure modes of tapered castellated steel beams

open access: yesOpen Engineering, 2022
This article discusses the experimental testing of tapered castellated beams (TCBs) under mid-span concentrated load. These beams are created by cutting the webs of standard I-sections in a particular zigzag pattern and rejoining the two parts by placing
Al-Thabhawee Hayder Wafi   +1 more
doaj   +1 more source

Influence of Intermediate Stiffeners on Axial Capacity of Thin-Walled Built-Up Open and Closed Channel Section Columns

open access: yesBuildings, 2022
This paper investigates the post-buckling behaviour and axial capacity of thin-walled steel stiffened single-channel sections (ISSCS) and back-to-back stiffened channel sections (BISCS).
Beulah Gnana Ananthi Gurupatham   +3 more
doaj   +1 more source

Locally Corroded Stiffener Effect on Shear Buckling Behaviors of Web Panel in the Plate Girder

open access: yesAdvances in Materials Science and Engineering, 2015
The shear buckling failure and strength of a web panel stiffened by stiffeners with corrosion damage were examined according to the degree of corrosion of the stiffeners, using the finite element analysis method.
Jungwon Huh, In-Tae Kim, Jin-Hee Ahn
doaj   +1 more source

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