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Finite Element Idealization of a Cold-Formed Steel Portal Frame
Publisher: American Society of Civil Engineers
Abstract: A simple linear beam idealization of a cold-formed steel portal frame is presented in which beam elements are used to idealize the column and rafter members, and rotational spring elements are used to represent the rotational ...
Cold-Formed Steel Equal Angles with Complex Edge Stiffeners under Axial-Compression Laboratory Testing, Numerical Simulation, and Design
Publisher: ASCE
Abstract: This paper investigates the axial-compression capacity of cold-formed steel (CFS) equal angle sections with complex edge stiffeners. Both experimental and numerical analyses were carried out. In total, 10 tests were carried ...
Full-Scale Experimental Tests on Portal Frames Comprising Novel Cold-Formed Tapered Box Sections
Publisher: ASCE
Abstract: This paper proposes a novel, cold-formed portal framing system that comprises tapered box members formed from two cold-formed nested channel sections. The proposed method possesses structural and nonstructural advantages, ...
Axial Capacity of Back-to-Back Built-Up Aluminum Alloy Channel Section Columns
Publisher: ASCE
Abstract: An experimental investigation of 12 screw-fastened back-to-back built-up aluminum alloy slender columns under axial compression is presented, complemented by a numerical finite element study comprising 246 results. Using ...
Tests on Cold-Formed Steel Laced Stub Columns: Axial Strength and Stability Characteristics
Publisher: American Society of Civil Engineers
Abstract: The research on cold-formed steel (CFS) built-up columns, which has grown over the past decade, has been instrumental in developing new CFS built-up columns with transversely spaced chords, demonstrating better axial ...
Ameliorating Supply Chains of Prefabricated Housebuilding: An Integrated Performance Framework
Publisher: ASCE
Abstract: Prefabricated construction has proven sustainability and affordability through innovative solutions. Prefabricated housebuilding companies, as supply entities, play a vital role toward successful projects using prefabricated ...
Optimized Interaction Equations for More Efficient Design of CFS Channels under Combined Compression and Biaxial Bending
Publisher: American Society of Civil Engineers
Abstract: This study aims to develop optimized interaction equations for more efficient design of cold-formed steel (CFS) lipped channel beam-columns under combined compressive load and biaxial bending, aligned with the direct ...
Shear Capacity of Cold-Formed Steel Channels with Edge-Stiffened Web Holes, Unstiffened Web Holes, and Plain Webs
Publisher: ASCE
Abstract: In this paper, a total of 254 results comprising 30 shear tests and 224 finite element (FE) analysis results are reported. Simply supported test specimens of cold-formed steel (CFS) channels with aspect ratios of 1.0 and ...
Design and Optimization of Cold-Formed Steel Sections in Bolted Moment Connections Considering Bimoment
Publisher: ASCE
Abstract: The load transfer mechanism in cold-formed steel (CFS) bolted moment connections is mainly through the bolt group in the web of beam elements, which may lead to relatively large bimoment and warping deformations. While the ...