Interactive buckling of thin-walled beam-columns with intermediate stiffeners or/and variable thickness

2000 ◽  
Vol 37 (24) ◽  
pp. 3323-3344 ◽  
Author(s):  
Zbigniew Kolakowski ◽  
Andrzej Teter
Keyword(s):  
Variable Thickness ◽  
Beam Columns ◽  
Thin Walled ◽  
Interactive Buckling

Modal interactive buckling of thin-walled composite beam-columns regarding distortional deformations

1999 ◽  
Vol 37 (12) ◽  
pp. 1577-1596 ◽  
Author(s):  
Zbigniew Kolakowski ◽  
Marian Krolak ◽  
Katarzyna Kowal-Michalska
Keyword(s):  
Composite Beam ◽  
Beam Columns ◽  
Thin Walled ◽  
Interactive Buckling

scholarly journals A New Simple Method for the Strength of High-Strength Steel Thin-Walled Box Columns Subjected to Axial Force and Biaxial End Moments

2019 ◽  
Vol 2019 ◽  
pp. 1-16
Author(s):  
Hong-Xia Shen
Keyword(s):  
High Strength ◽  
Fe Model ◽  
Effective Width ◽  
Biaxial Bending ◽  
Simple Method ◽  
Beam Columns ◽  
Wide Range ◽  
Thin Walled ◽  
Interactive Buckling ◽  
Box Columns

The strength of Q460 steel welded thin-walled box columns under biaxial bending is investigated by an FE model. The numerical results, together with available experimental data, are compared with the American Specification ANSI/AISC 360-10. It shows that ANSI/AISC 360-10 provides a good estimate over a wide range of column slenderness ratios; but it severely underestimates the strengths of beam-columns with large slenderness ratios and slightly underestimates those of beam-columns made from HSS with fy = 741 MPa, and the calculation is more complicated because of using an effective width concept. Therefore, a simple and effective calculation method is proposed. Also, a comparison is made between the proposed formulas and the available experimental results. It shows that the proposed formulas can precisely evaluate the local-overall interactive buckling strength of HSS beam-columns and, in most cases, are also suitable for beam-columns fabricated from mild steels. The proposed formulas are simple and, meanwhile, achieve the same level of accuracy as ANSI/AISC 360-10.

Interactive Buckling in Thin‐Walled Beam‐Columns

1985 ◽  
Vol 111 (12) ◽  
pp. 1470-1486 ◽  
Author(s):  
Srinivasan Sridharan ◽  
M. Ashraf Ali
Keyword(s):  
Beam Columns ◽  
Thin Walled ◽  
Interactive Buckling
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