Results 51 to 60 of about 26,843 (158)
Analytical and Experimental Study on Cold-Formed Steel Built-Up Sections for Bending. [PDF]
Sujitha R +8 more
europepmc +1 more source
Structural Fire Performance of Concrete-Filled Built-Up Cold-Formed Steel Columns. [PDF]
Craveiro HD +3 more
europepmc +1 more source
Determination of Buckling Behavior of Web-Stiffened Cold-Formed Steel Built-Up Column under Axial Compression. [PDF]
Mohan M +3 more
europepmc +1 more source
Numerical Investigation of Composite Behavior and Strength of Rectangular Concrete-Filled Cold-Formed Steel Tubular Stub Columns. [PDF]
Wang L +8 more
europepmc +1 more source
Strength Capacity and Failure Mode of Shear Connectors Suitable for Composite Cold Formed Steel Beams: Numerical Study. [PDF]
Elsawaf SA, Bamaga SO.
europepmc +1 more source
Performance of Partially Concrete Filled C-purlin Beam-Slab System: Numerical Investigation
Lightweight cold-formed steel beams are widely utilized in roofing systems. Recently, engineers have increasingly used concrete-filled cold-formed steel tube beams for flooring systems due to their sufficient structural performance.
Alyaa A. Al-Attar +4 more
doaj +1 more source
This study uses a series of four-point bending tests to investigate the structural performance of cold-formed steel beam sections, both with and without bamboo stiffeners.
Jhun M. Jacinto
doaj +1 more source
Cold-formed steel, prized for its affordability and durability, gains enhanced structural performance through perforated patterns on beams. This study explores the impact of perforation on load-carrying capacity and capability-to-weight ratio in cold ...
Mohamed M. Yehia +4 more
doaj +1 more source
Web crippling of cold-formed steel members
Cold-formed, thin-walled flexural steel members are frequently used as structural elements in building. When such a member is subjected to a concentrated load or reaction, its web may cripple due to the high local intensity of the load. This type of failure is denoted as web crippling.
openaire +3 more sources
This paper presents an experimental study on the behavior of low-strength concrete columns confined with cold-formed steel under axial compression. The laboratory test specimens consist of four groups of rectangular concrete stub columns in the size of ...
Apisith Waenpracha +2 more
doaj +1 more source

