Buckling resistance assessment of thin-walled open section element under pure compression
The paper deals with the problem of buckling resistance determination in case of perforated thin-walled elements. Depending on element slenderness the limit load in compression mode may be determined taking into account elastic (LBA analysis), elasto-plastic and plastic material properties (GMNA ana...
Main Authors: | Piotrowski Andrzej, Kowalewski Łukasz, Szczerba Radosław, Gajewski Marcin, Jemioło Stanisław |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2016-01-01
|
Series: | MATEC Web of Conferences |
Online Access: | http://dx.doi.org/10.1051/matecconf/20168601021 |
Similar Items
-
Numerical simulations of local and global buckling of hyperelastic tubes with different cross-sections
by: Kowalewski Łukasz, et al.
Published: (2018-01-01) -
On modelling of the buckling resistance of welded I-section columns
by: Szczerba Radosław, et al.
Published: (2018-01-01) -
Marchant - Rankine’s - Murzewski approach for modelling of the buckling resistance of welded I-section columns
by: Giżejowski Marian, et al.
Published: (2019-01-01) -
Theoretical Local Buckling Behavior of Thin-Walled UHPC Flanges Subjected to Pure Compressions
by: Jeonghwa Lee, et al.
Published: (2021-04-01) -
Computation Analysis of Buckling Loads of Thin-Walled Members with Open Sections
by: Lihua Huang, et al.
Published: (2016-01-01)