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Stress Concentration (hole in plate) Calculator

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Understanding the stress concentration calculator — concept and principle

A hole in a loaded plate makes the stress flow around it, and right at the edge of the hole the stress rises far above the average. This calculator estimates the theoretical stress concentration factor Kt for a central circular hole in a flat plate under tension, the net-section nominal stress, and the resulting peak stress. It is used for bolt holes, rivet holes, lightening holes and fatigue checks of brackets and straps.

Stress concentration at a hole in a pulled plateA 60 mm wide, 5 mm plate with a 12 mm hole carries 20 kN. The force lines squeeze past the hole, so the average net stress of 83.3 MPa rises to a peak of about 208.9 MPa at the hole edge, Kt ≈ 2.51.Force lines crowd around a hole20 kN20 kNW 60 mmt 5 mmhole 12 mmd/W = 0.2Stress across the hole sectionnet avg 83.3peak 208.9MPaKt ≈ 2.51208.9 ÷ 83.3 — peak at the hole edge
The hole edge sees 2.51 times the average net stress: 83.3 → 208.9 MPa.

How it is calculated

The principle

In an infinitely wide plate, Kirsch's elasticity solution (1898) shows that a circular hole raises the stress at its edge to exactly three times the remote stress. Load lines that would have passed through the hole are forced to crowd around it. In a finite plate, the net section gets narrower as the hole grows, so the nominal stress is already higher; measured on that net-section basis, Kt falls from 3 toward 2 as d/W increases. The polynomial captures this trend.

Worked example

  1. Inputs: F = 20 kN = 20,000 N, W = 60 mm, d = 12 mm, t = 5 mm.
  2. d/W = 12 ÷ 60 = 0.2.
  3. Kt = 3 − 0.628 + 0.14668 − 0.012216 = 2.506464.
  4. Net area: (60 − 12) × 5 = 240 mm²; σ_net = 20,000 ÷ 240 = 83.33333 MPa.
  5. Peak: 2.506464 × 83.33333 = 208.872 MPa.
How Kt (Peterson/Heywood approx.) changes with Plate width (mm)How Kt changes with Plate width22.22.42.62.8153045607590120Example: 2.506464Plate width (mm)
Each point is the calculator re-run with only “Plate width (mm)” changed; the gold point is the default example. Change the inputs above and this chart follows your numbers.
Plate width (mm)Kt (Peterson/Heywood approx.)
152.053056
302.232992
452.394474667
602.506464
752.585220608
902.642904889
1202.721143

How to read the result

For static loading of ductile metals, the peak is local; the material yields slightly at the hole edge and redistributes load, so the net-section stress is what usually matters for strength. For fatigue or brittle materials the peak matters directly. Fatigue designers use Kf = 1 + q(Kt − 1), where q (0 to 1) is the notch sensitivity of the material.

Common mistakes

Keep in mind: The fit is for a single central circular hole in a plate under uniaxial tension, linear-elastic material. Real joints and fatigue-critical parts must be designed to your local code and checked by a qualified engineer.

Frequently asked questions

Why is Kt = 3 for a small hole?

It is the classical result for a circular hole in an infinite plate under uniaxial tension.

Does a bigger hole mean a bigger Kt?

On the net-section basis Kt decreases, but the net stress increases, so the peak stress still rises.

How can I reduce stress concentration?

Use generous radii, avoid sharp corners, place holes away from high-stress regions, and consider cold expansion or smooth finishing for holes in fatigue-loaded parts.

Sources: W. D. Pilkey and D. F. Pilkey, Peterson's Stress Concentration Factors, Wiley · G. Kirsch, "Die Theorie der Elastizität und die Bedürfnisse der Festigkeitslehre", Zeitschrift des VDI 42 (1898)

Checked 8 Nov 2026. Standard textbook formulas in SI units, computed in your browser. For learning and estimates — real designs must follow your local codes and be checked by a qualified engineer.

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