BUCKLING OF COLUMN WITH CIRCULAR CROSS-SECTION

SI/Metric Units


INPUT   DATA EXAMPLE Of Input/Output

Title  

Length of column, L m

    

Diameter of areal cross-section, d   m
Modulus of elasticity, E   109N/m2 
Yield strength of material, Sy   106N/m2 


     Reset


OUTPUT   VARIABLES   &   GRAPHS

VARIABLES   Pin-Pin   Fixed-Pin   Fixed-Fixed   Fixed-Free   Units
 ♦ Radius of gyration, k   m  
 ♦ Slenderness ratio, L/k    
 ♦ Critical slenderness ratio, L/k*    
 ♦ Applicable Equation    
 ♦ Critical stress, σcr   106N/m2 
 ♦ Critical force, Pcr    N  

THEORY  &   FORMULAE

Buckling of Slender Columns

A straight sufficiently slender column subjected to compressive axial force at it ends can fail(buckle) due to elastic instability. The onset of buckling will depend on the coupling conditions of the two ends of the column, eg pin,fixed, free. The critical buckling stress can be estimated by the Euler Equation for long columns and by Johnson (parabolic) Equation for moderate length ones. The critical slenderness ratio determines which of these two equations is applicable. If the slenderness ratio is above the critical ratio the Euler equation is used, otherwise Johnson's is used.

    

where
     σcr = critical stress to cause buckling
     C = end condition dependent constant: pin-pin=1, fixed-pin=2, fixed-fixed=4, fixed-free=1/4
     L = length of column
     r = radius of cross-sectional area
     d = diameter of cross-sectional area = 2r
     E = modulus of elasticity of column material
     Sy = yield point of column material
     k = radius of gyration
     L/k = slenderness ratio of column
     (L/k)* = critical slenderness ratio of column
     P = Compressive force
     Pcr = Critical compressive force = σcrπr2

Tips

    ◊ Use link EXAMPLE Of Input/Output  to demo data entry expectations and results; you may edit & use it as starting point

BIBLIOGRAPHY