| THEORY & FORMULAE |
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.
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