Exact solutions for buckling of non-uniform columns under axial concentrated and distributed loading

European Journal of Mechanics, A/Solids

Volumn 20, Issue 3, 2001, Pages 485-500

  Li, Q S ^a  

^a CITY UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Buckling; Non uniform columns; Stability

Indexed keywords

BUCKLING; DIFFERENTIAL EQUATIONS; LOADS (FORCES); MATHEMATICAL TRANSFORMATIONS; STABILITY; STIFFNESS;

BESSEL EQUATIONS; FLEXURAL STIFFNESS; NON UNIFORM COLUMNS; SECOND ORDER DIFFERENTIAL EQUATION; SOLVABLE EQUATIONS;

COLUMNS (STRUCTURAL);

EID: 0035335480     PISSN: 09977538     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0997-7538(01)01143-3     Document Type: Article

References (15)

1. Design of columns of varying cross section
2. Buckling of tapered bars under stepped axial loads
3. Critical buckling loads for tapered columns
4. Stability analysis of bars with multi-segments of varying cross-section
5. Stability analysis of bars with varying cross-section
6. Static and dynamic analysis of straight bars with variable cross-section
7. Buckling analysis of multi-step non-uniform beams
8. Buckling analysis of thin-walled members with variable thickness
9. Buckling of columns of variable flexural rigidity
10. Exact or lower bound tapered column buckling loads