Results 1 to 10 of about 422 (202)

Numerical investigation of ultimate capacity enhancement in corrugated web steel beams with different stiffening configurations [PDF]

open access: yesScientific Reports
Corrugated web steel beams (CWSBs) are widely applied in modern construction due to their high strength-to-weight ratio and enhanced shear stability. However, research on strengthening strategies to further improve their structural efficiency remains ...
Aya Fouda   +3 more
doaj   +2 more sources

Effect of web stiffeners on the lateral distortional buckling of channel section with hollow flanges

open access: yesAin Shams Engineering Journal, 2022
Hollow Flange Channels (HFC) have been known for their higher capacity when compared to open flange C-sections. On the other hand, the small stiffness of HFC slender web compared to their flanges limits the bending capacity to the lateral distortional ...
Amr Shaat   +3 more
doaj   +3 more sources

Design of partial height web stiffeners in beam-to-column joints and influence of residual stresses induced by welding

open access: yesResults in Engineering, 2023
Fixed beam-to-column joints in steel portal frames with bolted connections typically present stiffeners to ensure proper load bearing resistance and stiffness to the joint. Executing the same stiffeners with a reduced height (e.g.
B. Kövesdi   +5 more
doaj   +3 more sources

A rational design model for transverse web stiffeners [PDF]

open access: yesJournal of Constructional Steel Research, 2008
Abstract Existing design methods for web stiffeners differ widely in concept and in the stiffener size which results. An investigation has been conducted to provide a rational, usable and validated design method for transverse stiffeners. The proposed design method takes account of the axial compression in stiffeners caused by tension field action ...
J C Chapman
exaly   +3 more sources

An approach of web stiffener calculation in thin-walled columns

open access: yesJournal of Civil Engineering and Management
This article presents an analytical approach for calculating web stiffeners in thin-walled columns. A novel method is introduced, which treats each bending point in the cross-section web as a separate stiffener. The advantages of this calculation method
Mantas Stulpinas, Alfonsas Daniūnas
doaj   +2 more sources

Web tension field action of a stainless steel section with stiffened web and folded flanges under bending and shear interaction [PDF]

open access: yesScientific Reports
Compared with ordinary steels, stainless steels possess advantages such as robust corrosion resistance, beautiful appearance, and excellent ductility.
Shuang-E Huangfu   +5 more
doaj   +2 more sources

Web Bend-Buckling of Steel Plate Girders Reinforced by Two Longitudinal Stiffeners with Various Cross-Section Shapes

open access: yesMetals, 2023
This work performs an investigation into the optimal position of two longitudinal stiffeners with different cross-section shapes such as open section (L-shaped and T-shaped) and closed section (rectangular and triangular shapes) shapes of stiffened plate
Yongli Peng   +6 more
doaj   +3 more sources

Axial strength of back to back cold formed steel short channel sections with unstiffened and stiffened web holes [PDF]

open access: yesScientific Reports
The increasing adoption of back-to-back built-up cold-formed steel (CFS) channel columns in construction is attributed to their lightweight nature, versatility in shape fabrication, ease of transportation, cost efficiency, and enhanced load-bearing ...
Ardalan B. Hussein, Ferenc Papp
doaj   +2 more sources

Eccentric Compression Behavior of RCFST Columns with Web Perforated T-Shaped Stiffeners

open access: yesBuildings
Based on the previous axial compression tests by the authors, this study investigates the eccentric compression behavior of rectangular concrete-filled steel tubular (RCFST) columns with web-perforated T-shaped stiffeners through finite element analysis.
Qifan Jiang   +4 more
doaj   +3 more sources

Flexural Behavior of Stainless Steel V-Stiffened Lipped Channel Beams

open access: yesMetals, 2023
Six groups of austenitic 022Cr19Ni10 stainless steel bending specimens with three types of cross-sectional forms were used to study the impact of V-stiffeners on the failure mode and flexural behavior of stainless steel lipped channel beams.
Shuang-E Huangfu   +6 more
doaj   +1 more source

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