Results 81 to 90 of about 1,741 (182)

Systematic literature review of cold-formed steel at elevated temperature scenario. [PDF]

open access: yesHeliyon, 2023
Roxas CLC   +7 more
europepmc   +1 more source

Structural Fire Performance of Concrete-Filled Built-Up Cold-Formed Steel Columns. [PDF]

open access: yesMaterials (Basel), 2022
Craveiro HD   +3 more
europepmc   +1 more source

Thermomechanical analysis of cold formed steel sections [PDF]

open access: yes, 2014
This work presents an experimental study about cold formed steel elements submitted to compression loads. The sections analyzed are C and Z sections made of steel sheet with 1.5 and 2 [mm] thick and three different cross section heights.
Barreira, Luísa   +4 more
core   +3 more sources

Local and Distortional Buckling of Thin-walled Beams [PDF]

open access: yes, 1992
Recent research has characterized the behavior of panel beams with laterally unsupported compression flanges as either a complex local buckling mode or an overall buckling mode.
Pekoz, Teoman, Serrette, Reynaud
core   +1 more source

Analysis of Failure Mechanism in Joints with Positive Eccentricity in CFS Truss. [PDF]

open access: yesMaterials (Basel), 2021
Gordziej-Zagórowska M   +2 more
europepmc   +1 more source

A stiffened plate buckling model for calculating critical stress of distortional buckling of CFS beams [PDF]

open access: yes, 2016
Casafont   +34 more
core   +2 more sources

Distortional Buckling Tests on Cold-formed Steel Beams [PDF]

open access: yes, 2006
Laterally braced cold-formed steel beams generally fail due to local or distortional buckling. When the compression flange is not restrained by attachment to sheathing or paneling, such as in negative bending of continuous members (joist, purlins, etc.),
Schafer, Benjamin W., Yu, Cheng
core   +1 more source

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