Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The new buckling curves for cold-formed stainless steel equal-leg angle columns
The design rules for centrically compressed stainless steel equal-leg angle members are not explicitly stated in the current European standard SRPS EN 1993-1-4. This paper summarizes the results of extensive research conducted on this type of structural elements aiming to define recommendations for their design. Based on a systematic experimental investigation, a detailed numerical analysis was performed, and a database of columns' resistances were defined. Material and geometric nonlinear analysis included three key stainless steel alloys, austenitic, ferritic and duplex. The design curves for flexural and flexural-torsional buckling check have been proposed in accordance with European codified procedures.
The new buckling curves for cold-formed stainless steel equal-leg angle columns
The design rules for centrically compressed stainless steel equal-leg angle members are not explicitly stated in the current European standard SRPS EN 1993-1-4. This paper summarizes the results of extensive research conducted on this type of structural elements aiming to define recommendations for their design. Based on a systematic experimental investigation, a detailed numerical analysis was performed, and a database of columns' resistances were defined. Material and geometric nonlinear analysis included three key stainless steel alloys, austenitic, ferritic and duplex. The design curves for flexural and flexural-torsional buckling check have been proposed in accordance with European codified procedures.
The new buckling curves for cold-formed stainless steel equal-leg angle columns
Dobrić Jelena (Autor:in) / Filipović Aljoša (Autor:in) / Baddoo Nancy (Autor:in) / Marković Zlatko (Autor:in) / Buđevac Dragan (Autor:in)
2021
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
Buckling Analysis of Cold-Formed Steel Lipped Angle Columns
| Online Contents | 2005
Buckling Analysis of Cold-Formed Steel Lipped Angle Columns
| British Library Online Contents | 2005
Computed Flexural Buckling Stress for Cold-Formed Stainless Steel Columns
| British Library Conference Proceedings | 2009