STRESS-CONCENTRATION FACTORS: TWO U-NOTCHES IN RECTANGULAR MEMBER


INPUT   DATA EXAMPLE Of Input/Output

Title  

Width, D  

    

Height of notch, h  
Radius in notch, r  
Notch sensitivity, q  


     Reset


OUTPUT   VARIABLES   &   GRAPHS

VARIABLES   Kt  Kf 
 ♦  Stress-concentration factor due to tension  
 ♦  Stress-concentration factor due to in-plane bending  
 ♦  Stress-concentration factor due to out-of-plane bending  

THEORY  &   FORMULAE

Stress Concentration In The Elastic Range

Stress concentration refers to the high stress that occurs in a small localized area of a loaded structure, mainly due to rapid changes in geometry. Geometry changes (also referred to as form irregularity or stess raisers) include the presence of holes, notches, steps, keyways, etc. The theoretical stress concentration factor Kt in the elastic range is defined as the ratio of the maximum stress in the stress raiser to the norminal stress, where norminal stress is computed via basic stress analysis formulas using the net cross-section. The reduced stress concentration factor Kf is derived from Kt via the the notch sensivity factor.

The equation for Kt is a set of semi-analytic equations of the form:
  Kt = C1 + C2[2h/D] + C3[2h/D]2 + C4[2h/D]3
The C's are sets of equations of the form:
   Ci = a1 + a2√[h/r] + a3[h/r],
with the applicable set determined by the value of h/r and the type of loading.
Also,
  Kf = 1 + q(Kt - 1)

where
     Kt = theoretical stress concentration factor
     Kf = reduced stress concentration factor
     D = width of member
     h = height of each notch
     r = radius of the arc in the notch
     q = notch sentivity
     a's = constant coefficients tabulated in first reference below.

All length values are given here in the same units.

Tips

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

BIBLIOGRAPHY