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Experimental Inwestigation of Compressed Beams / Columns Using Optical Methods

https://doi.org/10.2139/ssrn.3867553
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A simplified flange–lip model for distortional buckling of cold-formed steel channel-sections with stiffened web
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An integrated thin-walled steel skeleton structure (two full scale tests)
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Robust design of composite cylindrical shells under axial compression — Simulation and validation
inferredcites →https://doi.org/10.1016/j.tws.2009.11.003openalex-extracted
Effective section method: A general direct method for the design of steel cold-formed members under local–global buckling interaction
inferredcites →https://doi.org/10.1016/j.tws.2013.01.002openalex-extracted
Multicriteria optimization of cold-formed thin-walled beams with generalized open shape under different loads
inferredcites →https://doi.org/10.1016/j.tws.2016.04.017openalex-extracted
On local buckling of cold-formed channel members
inferredcites →https://doi.org/10.1016/j.tws.2016.05.002openalex-extracted
The experimental and analytical investigations of torsion phenomenon of thin-walled cold formed channel beams subjected to four-point bending
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Numerical predictions of distortional-global buckling interaction of perforated rack uprights in compression
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Evaluation of European approaches applied to design of TWCF steel members
inferredcites →https://doi.org/10.15632/jtam-pl/109601openalex-extracted
Experimental and numerical study of local stability of non-standard thin-walled channel beams
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Design of Cold-Formed Thin-Walled Steel Fixed-Ended Channels with Complex Edge Stiffeners under Axial Compressive Load by Direct Strength Method
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Influence of Boundary Conditions on the Critical and Failure Load in the GFPR Channel Cross-Section Columns Subjected to Compression
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