True Strain Calculator

Calculate logarithmic true strain from changing length or engineering strain, with optional true stress and area estimates.

Calculate true strain and deformation
Enter both lengths, or enter engineering strain directly. Area and stress are optional.

About true strain

True strain, also called logarithmic or natural strain, measures deformation against the specimen's continuously changing length. Engineering strain uses the original gauge length as a fixed reference and is calculated as (L − L₀) / L₀. That simple definition works well for small elastic changes, but it becomes less representative when deformation is large. True strain instead accumulates each tiny length increment relative to the current length. Integrating those increments gives εtrue = ln(L/L₀), or equivalently ln(1 + εengineering). The result is dimensionless because it is the logarithm of a length ratio. For a specimen that grows from 100 mm to 110 mm, engineering strain is 0.1 while true strain is approximately 0.09531. The values are close because the deformation is modest. At 50 percent engineering strain, however, true strain is about 0.40547 rather than 0.5. In compression, both values are negative, and the logarithmic expression remains valid as long as the final length and the ratio 1 + engineering strain stay positive. A value of -1 engineering strain would imply zero final length and is therefore outside the formula's physical domain. Logarithmic strain is useful in tensile testing, metal forming, rolling, drawing, extrusion, and simulations involving substantial shape change. Its additive property is especially valuable: true strains from sequential deformation steps can be added, whereas engineering strains generally cannot. Under the common idealization of constant volume during plastic flow, cross-sectional area varies inversely with the length ratio. This calculator uses that assumption to estimate final area when an initial area is supplied. It also converts engineering stress to true stress with σtrue = σengineering(1 + εengineering), an approximation valid before localized necking. Use consistent units for initial and final length; millimetres, inches, or metres all produce the same strain when both entries share a unit. Stress retains whatever unit you enter, and calculated area retains the initial area's unit. Real materials may not conserve volume, and after necking begins the uniform-area conversion no longer describes local behavior accurately. Measurements of instantaneous diameter or area are preferable in that regime. The outputs support education and preliminary analysis, but material qualification and safety-critical design should rely on applicable test standards, calibrated measurements, and a complete constitutive model.

True strain examples

These examples compare common tensile and compressive deformation cases.

InputTrue strainInterpretation
100 mm to 110 mm0.09531Ten percent elongation
50 mm to 45 mm-0.105361Ten percent compression
Engineering strain 0.50.405465Large tensile deformation

How to calculate true strain

  1. Enter the positive initial and final lengths using the same unit, or enter engineering strain directly.
  2. Optionally enter initial area and engineering stress for related estimates.
  3. Select Calculate to evaluate the logarithmic strain.
  4. Compare true and engineering strain and interpret the sign as tension or compression.

Frequently asked questions

What is the formula for true strain?

True strain is ln(L/L₀). When engineering strain is known, the equivalent formula is ln(1 + ε).

Why does true strain differ from engineering strain?

Engineering strain always references the original length. True strain references each instantaneous length, making it more representative during large deformation.

Can true strain be negative?

Yes. Compression produces a final-to-initial length ratio below one, whose natural logarithm is negative.

Are strain values measured in units?

No. Strain is a ratio of like dimensions and is dimensionless, although it is sometimes reported as a percentage.

When is the true stress conversion valid?

The common conversion assumes uniform deformation and approximately constant volume. It becomes unreliable after localized necking, when the local cross-section should be measured.