Keyphrases
Cold-formed
100%
Numerical Investigation
100%
Stub Column
100%
Column Behavior
100%
AISC 360
100%
Octagonal Hollow Section
100%
Material Properties
75%
Finite Element
75%
Finite Element Model
75%
EN 1993-1-1
75%
Capacity Prediction
75%
Slenderness Limit
50%
Test Elements
50%
Commercially Available
25%
Design Codes
25%
Material Thickness
25%
Current Limiting
25%
Cold-formed Steel
25%
Coupons
25%
ABAQUS Software
25%
S100
25%
Hollow Sections
25%
Slender Section
25%
Cross-sectional Capacity
25%
Engineering
Hollow Section
100%
Finite Element Result
75%
Finite Element Modeling
75%
Test Result
50%
Slenderness Limit
50%
Formed Steel
25%
Parametric Study
25%
Tensiles
25%
Design Code
25%
Material Thickness
25%
Current Limit
25%