Results 11 to 20 of about 422 (202)
Revista 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
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Experimental and FE analysis of stiffened steel I-column with slender sections
Ain Shams Engineering Journal, 2018 This paper presents an experimental and a FE analysis of the compressive behavior of slender section columns with and without stiffeners. A series of tests was performed on specimens with different overall heights and different number of stiffeners.
Suzan A.A. Mustafa +3 more
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Efficient web opening shape and stiffener for large web opening [PDF]
E3S Web of Conferences, 2018 to save material circle and hexagon are often used shapes for web opening in praxis; horizontal plates are often welded on web for stiffening large web opening. These common used shape of opening and stiffening way for large opening are proved as inefficient by finite element analyze.
Wu Xiao Ying, Li Ling Xu, Zhou Dong Hua
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Buildings, 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
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MATEC Web of Conferences, 2016 Using the current direct strengths method to predict the bearing capacity of channels with complex edge stiffeners and stiffeners in the web, it will make the excessively conservative results to the test data for it couldn’t account for the interaction ...
Wang Chungang, Bai Yu
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NUMERICAL INVESTIGATION OF THE EFFICIENT USE OF STIFFENERS IN COLD-FORMED CHANNELS SUBJECTED TO BENDING [PDF]
JES: 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
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Engineering Structures and Technologies, 2013 The paper reviews the importance of the evaluation of actual Joints’ behavior during the designing and manufacturing of frame constructions. In this paper an overview of methods for evaluation of Joints’ characteristics is presented. The component method,
Kęstutis Urbonas, Alfonsas Daniūnas
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Parametric Study on Steel Girders with Corrugated Webs [PDF]
Port 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
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Behavior of Curved Steel-Concrete Composite Beams Under Monotonic Load [PDF]
International 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
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Locally Corroded Stiffener Effect on Shear Buckling Behaviors of Web Panel in the Plate Girder
Advances 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
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