Strain gauges · Measurement

Bending beam with strain gauges: outer-fibre strain, deflection and bridge signal

For a cantilevered rectangular beam, calculate bending stress, strain at the gauge location, deflection at the load point and the signal of the chosen bridge circuit.

DMSKeil 2017
01

Inputs

Bernoulli beam with rectangular section, gauge grid centred at x, no shear deformation, no notch effect at the clamp.

02

Results

Enter values and run the calculation.

Method

What is calculated?

On a cantilever the bending moment grows linearly towards the clamp; gauges are installed close to the clamp on top and bottom where tensile and compressive strains are equal in magnitude. Four alternately wired gauges add all individual signals (U_M/U_B = k·ε) and reject axial force and temperature. Keil's spring-tongue example: 32.6 N at a 30 mm lever arm gives ±1676 µm/m and 1.68 mm deflection.

Equations

σ_b = ±M_b/W_b = ±F·x/W_b (Keil Gl. 10.6)

W_b = b·h²/6 (Gl. 10.7)

ε = ±F·x/(E·W_b) (Gl. 10.11)

f = F·l³/(3EI), I = b·h³/12 (Gl. 10.10)

U_M/U_B = k·ε (Vollbrücke, Gl. 10.14) bzw. k·B·ε/4

Procedure

Step by step

  1. Enter beam geometry, force and the gauge distance from the load point.
  2. Check that σ_b stays below roughly 50 % of the yield strength (Keil).
  3. Choose the circuit and compare the signal with the amplifier range.

Typical mistake

Using the gauge distance instead of the free length for deflection, or swapping h and b (ε depends on h²).

Practice

Application and limits

Bending-beam load cells, spring tongues as force or displacement transducers, stress measurement on cantilevers and booms.

Bernoulli beam with rectangular section, gauge grid centred at x, no shear deformation, no notch effect at the clamp.

Source

Technical basis

Keil, Dehnungsmessstreifen, 2nd ed. 2017, sec. 10.2.2.2 cantilever beam, eqs. (10.6)–(10.14); sec. 4.5, eqs. (4.13), (4.16).

The source supports the equation structure and worked examples; this calculator does not replace calibration of the measuring chain.

FAQ

Frequently asked questions

Why not measure right at the clamp?

Notch effects and clamp reactions disturb the field there; Keil recommends a small offset, accounted for in the lever arm x.

What changes with a half bridge?

The signal halves relative to the full bridge; axial force and temperature remain compensated.

Does it apply to simply supported beams?

Only for the cantilever moment distribution; for other supports determine M_b at the gauge separately (Keil 10.2.2.3/10.2.2.4).