Results 21 to 30 of about 2,041,056 (248)

Optimum buckling design of composite stiffened panels using ant colony algorithm [PDF]

open access: yes, 2010
Optimal design of laminated composite stiffened panels of symmetric and balanced layup with different number of T-shape stiffeners is investigated and presented. The stiffened panels are simply supported and subjected to uniform biaxial compressive load.
Wang, Wei   +3 more
core   +1 more source

Plated versus Corrugated Web Steel Girders in Shear: Behavior, Parametric Analysis, and Reliability-Based Design Optimization

open access: yesBuildings, 2022
Unlike straight web I-girders, the construction industry’s demand for corrugated web steel girders is increasing due to their high shear strength without needing transverse stiffeners.
Moussa Leblouba   +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

NUMERICAL INVESTIGATION OF THE EFFICIENT USE OF STIFFENERS IN COLD-FORMED CHANNELS SUBJECTED TO BENDING [PDF]

open access: yesJES: Journal of Engineering Sciences, 2020
This paper presents a numerical study to identify the geometrical dimension ratios of the section that make introducing stiffeners to the cold-formed channel sections, subjected to bending, most effective.
Ayman R. Hamdallah, Ahmad Abdullah
doaj   +1 more source

Effect of Horizontal Stiffeners on the Efficiency of Steel Beams in Resisting Bending and Torsional Moments: Finite Element Analysis

open access: yesBuildings
Steel beams with eccentric loads are subjected to combined bending and torsional moments that lead to lateral displacements, unwanted stresses at the top and bottom flanges, and global buckling along their length.
Mishal H. Aljarbou, Ahmed M. Sayed
doaj   +1 more source

Behavior of Curved Steel-Concrete Composite Beams Under Monotonic Load [PDF]

open access: yesInternational Journal of Mathematical, Engineering and Management Sciences, 2020
The paper develops a numerical investigation on the behavior of steel-concrete composite beam curved in plan to examine the effect of the various parameters. Three-dimensional finite element analysis (FEA) is employed using a commercial software, ABAQUS.
Abdulkhaliq A. Jaafer, Saba L. Kareem
doaj   +1 more source

Design optimisation for cold rolled steel beam sections with web and flange stiffeners [PDF]

open access: yes
This paper presents the analysis and design optimisation of the cold rolled steel sections for flexural strength considering the effect of cold working exerted on the section during the roll forming process.
Hajirasouliha, I.   +2 more
core   +1 more source

Resistant bending moment to lateral-torsional buckling of continuous steel and concrete composite beams with transverse stiffeners

open access: yesRevista IBRACON de Estruturas e Materiais, 2021
In this paper, a numerical analysis using the finite element method, employing the commercial code Ansys, is performed to evaluate the influence of transverse stiffeners welded to the web of the steel profile on the lateral stiffness and resistant ...
Janaina Pena Soares de Oliveira   +3 more
doaj   +1 more source

Parametric Study on Steel Girders with Corrugated Webs [PDF]

open access: yesPort Said Engineering Research Journal, 2020
I-shaped Steel Girder with Corrugated Webs [SGCW] are used in steel structures because of their notable advantages. SGCW permit using a thin web plate without using stiffeners.
Muhammad Shukry   +3 more
doaj   +1 more source

Experimental and Numerical Behavior of Encased Pultruded GFRP Beams under Elevated and Ambient Temperatures

open access: yesFire, 2023
In this research, experimental and numerical studies were carried out to investigate the performance of encased glass-fiber-reinforced polymer (GFRP) beams under fire.
Enas M. Mahmood   +3 more
doaj   +1 more source

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