| 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. The reduced stress concentration factor Kf is derived from Kt via the the notch sensivity factor.
Consider a circular shaft with a radial hole drilled completely through it. The shaft may be hollow (d > 0) or solid (d = 0). The shaft is subjected to one form of loading: axial tension, bending, or torsion. In the bending case, the hole is assumed farthest from the bending axis. The applicable equations are:
For axial tension: σnom = 4P/π(D2 - d2)
For bending: σnom = 32MD/π(D4 - d4)
For torsion: σnom = 16TD/π(D4 - d4)
where
     Kt = theoretical stress concentration factor
     Kf = reduced stress concentration factor
     σnom = nominal stress based on basic stress-analysis equation
     σmax = max stress arising from stress concentration
     D = outside diameter
     d = inside diameter
     r = radius of radial hole
     q = notch sentivity
     a's = constant coefficients tabulated in first reference below.
     P = axial force
     M = bending moment
     T = torque
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