Stability design criteria for closely spaced built-up stainless steel columns
Članak u časopisu (Objavljena verzija)
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Građevinski materijali i konstrukcije Building Materials and Structures
Metapodaci
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This paper aims to develop design recommendations for closely spaced built-up stainless steel columns, based on findings gained in performed research at the University of Belgrade. The research focuses on pin-ended built-up columns formed from two press-braked channel chords oriented back-to-back and addresses their flexural buckling capacity about the minor axis. The impact of overall and local chord slenderness, interconnection stiffness, geometric imperfections and material nonlinearity is evaluated. In order to fully exploit their structural performance, two
separate approaches for the design of built-up columns with welded or bolted interconnections are defined that include different formulas for shear stiffness.
Ključne reči:
Stainless steel / Built-up member / Flexural buckling / Parametric study / Design method / Shear stiffnessIzvor:
Građevinski materijali i konstrukcije Building Materials and Structures, 2021, 64Izdavač:
- Society for Materials and Structures Testing of Serbia
- University of Belgrade Faculty of Civil Engineering
- Association of Structural Engineers of Serbia