Apply a verified stress-concentration factor
Multiply a documented nominal stress by a separately established theoretical elastic factor Kt. This worksheet deliberately does not infer Kt from a few dimensions or a generic shape name.
4. Result
Method and applicability
σlocal,max,elastic = Kt × σnom
What the multiplication does
- Preserves the nominal-stress sign convention.
- Normalizes MPa and ksi using exact SI definitions.
- Reports magnitude separately from the signed value.
What must already be known
- Exact geometry and all governing ratios.
- Loading direction and nominal-stress basis.
- A controlled factor and its interpolation/domain record.
What it does not assess
- Yielding or redistribution at the notch.
- Fatigue sensitivity, Kf, fracture K or K我.
- Multiaxial criteria, residual stress or safety.
Kt is dimensionless. MPa is preserved by multiplication. For ksi input the exact conversion used is 1 ksi = 6.894757293168361 MPa.
Sources, status and withheld lookups
- University of Illinois Mechanics Reference — Axial Loading, Stress Concentration: defines the factor as maximum stress divided by average stress and states that it is geometry based and found experimentally.
- NASA TM-103591, C. D. Wilson, Linear Elastic Fracture Mechanics Primer, July 1992, section 7.1, page 50: defines the dimensionless factor by σ最大 = ktσ, notes geometry dependence and distinguishes kt from fracture-mechanics K我.
- NIST SP 811 Appendix B: inch/pound-force basis and stress conversion factors.
分类: the multiplication is a bounded general-mechanics relationship, not an ISO/ASME/ASTM/EN design rule. The previous generic hole, shoulder, U-notch and groove equations and range table are withheld as NEEDS_LICENSED_SOURCE: no controlled edition, figure, nominal-stress definition or validity domain was available to verify them. This worksheet therefore accepts only a separately verified Kt.