Buckling strength and ductility evaluation of thin-walled steel stiffened square box columns with uniform and graded thickness under cyclic loading

2019 ◽  
Vol 186 ◽  
pp. 498-507 ◽  
Author(s):  
Qusay Al-Kaseasbeh ◽  
Iraj H.P. Mamaghani
Keyword(s):  
Cyclic Loading ◽  
Buckling Strength ◽  
Thin Walled ◽  
Graded Thickness ◽  
Box Columns ◽  
Strength And Ductility ◽  
Square Box

Behavior of Thin‐Walled Steel Box Columns Under Biaxial Loading

1989 ◽  
Vol 115 (12) ◽  
pp. 3076-3094 ◽  
Author(s):  
J. Y. Richard Liew ◽  
N. E. Shanmugam ◽  
S. L. Lee
Keyword(s):  
Biaxial Loading ◽  
Thin Walled ◽  
Box Columns

Investigation on Buckling of Cylindrical Shells and Influences of Boundary Conditions

2011 ◽  
Vol 243-249 ◽  
pp. 1326-1330
Author(s):  
Chao Zhang ◽  
Jian Long Ji ◽  
Jian Ping Lei
Keyword(s):  
Boundary Conditions ◽  
Cylindrical Shells ◽  
Structural Elements ◽  
Complex Dynamic ◽  
Absorption Properties ◽  
Axial Impact ◽  
Buckling Strength ◽  
Industrial Sectors ◽  
Thin Walled

Thin-walled cylindrical shells are widely used in many industrial sectors as light structural elements. Determination of their buckling strength under various types of loading conditions is a crucial work for engineering design. Due to the needs of research of crashworthiness, dynamic buckling of cylindrical shells subjected to the strong axial impact becomes a frontier issue in recent years. The axial impact is a very complex dynamic process because of the coupling of multiple effects. In this paper, the buckling mechanism of cylindrical shells subjected to axial impact and the influences of boundary conditions, and energy absorption properties have been investigated by experiments.

Strength of Thin‐Walled Square Steel Box Columns

1987 ◽  
Vol 113 (4) ◽  
pp. 818-831 ◽  
Author(s):  
Nandivaram E. Shanmugam ◽  
Sing‐Ping Chiew ◽  
Seng‐Lip Lee
Keyword(s):  
Thin Walled ◽  
Box Columns
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