Results 21 to 30 of about 2,041,056 (248)
Optimum buckling design of composite stiffened panels using ant colony algorithm [PDF]
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
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
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]
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
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]
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]
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
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]
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
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

