Measurement and prediction of geometric imperfections in structural stainless steel members

2006 ◽  
Vol 24 (1) ◽  
pp. 63-89 ◽  
Author(s):  
R.B. Cruise ◽  
L. Gardner
Keyword(s):  
Stainless Steel ◽  
Geometric Imperfections ◽  
Steel Members

P10.01: Comparative numerical buckling analysis: Of compressed carbon and stainless steel members at elevated temperatures

ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 4712-4721
Author(s):  
Jelena Dobrić ◽  
Milan Spremić ◽  
Zlatko Marković ◽  
Bojana Ninić ◽  
Jovana Milovanović
Keyword(s):  
Stainless Steel ◽  
Elevated Temperatures ◽  
Buckling Analysis ◽  
Steel Members

On the use of systems for tests on stainless steel members and frames aimed at interoperability

ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 2299-2307
Author(s):  
Rolando Chacón ◽  
Càrol Puig‐Polo ◽  
Esther Real
Keyword(s):  
Stainless Steel ◽  
Steel Members

Seismic Tests of Welded Moment Resisting Connections Made of Laser-Welded Stainless Steel Sections

2018 ◽  
Vol 763 ◽  
pp. 440-449
Author(s):  
Hafez Taheri ◽  
George Charles Clifton ◽  
Ping Sha Dong ◽  
Michail Karpenko ◽  
Gary M. Raftery ◽  
...  
Keyword(s):  
Stainless Steel ◽  
Carbon Steel ◽  
Large Scale ◽  
Steel Structures ◽  
Steel Beams ◽  
Steel Connections ◽  
Steel Members ◽  
Moment Resisting ◽  
Steel Sections ◽  
Seismic Tests

Steel structures are well established as the preferred material for constructing seismic resisting systems in New Zealand and around the world. While the majority of steel framing is made of carbon steel, stainless steel is increasingly being considered for designing exposed steel structures. Because of significant differences in the mechanical properties between the two materials, seismic resisting system design rules for connections between carbon steel members may not be applicable, at least without modification, to connections between stainless steel members. This study has investigated the seismic performance of welded T-shaped beam-column moment resisting connections made of structural stainless steel beams and columns manufactured by laser welding. The paper included the results of three large-scale T-shaped specimens, of varying sizes, subjected to seismic loads. The grade of laser-fused stainless steel was 304 L and its specification was according to ASTM A276. The sections were subject to the seismic tests in accordance with the SAC protocol given in ANSI/AISC 341-10. The results shows substantial amount of energy dissipation by welded moment resisting stainless steel connections along with a high ductility capability and dependable behaviour in the inelastic range.

Closure to “Behavior of Cold-Rolled Stainless Steel Members”

1977 ◽  
Vol 103 (4) ◽  
pp. 921-922
Author(s):  
Shien T. Wang ◽  
Samuel J. Errera ◽  
George Winter
Keyword(s):  
Stainless Steel ◽  
Steel Members ◽  
Cold Rolled

scholarly journals Stability design criteria for closely spaced built-up stainless steel columns

2021 ◽  
Vol 64 (4) ◽  
pp. 235-250
Author(s):  
Jelena Dobrić ◽  
Nina Gluhović ◽  
Zlatko Marković ◽  
Dragan Buđevac
Keyword(s):  
Stainless Steel ◽  
Shear Stiffness ◽  
Minor Axis ◽  
Structural Performance ◽  
Design Criteria ◽  
Geometric Imperfections ◽  
Steel Columns ◽  
Flexural Buckling ◽  
The University ◽  
The Impact

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.

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