True Strain Calculator - Engineering to True Conversion

Use this true strain calculator to convert engineering strain to true strain and engineering stress to true stress using standard mechanics-of-materials formulas.

Updated: July 1, 2026 • Free Tool

True Strain Calculator

Dimensionless. Change in length divided by original length (ΔL/L₀).

In MPa. Force divided by original cross-sectional area.

Results

True Strain (ε_true)
0
True Stress (σ_true) 0MPa

What Is True Strain Calculator?

A true strain calculator converts engineering (nominal) strain and stress measurements into their true counterparts. During a tensile test, a specimen elongates and its cross-sectional area shrinks. Engineering calculations use the original dimensions as a fixed reference, while true stress and true strain account for the instantaneous geometry at each load step. This distinction matters when you need accurate material behavior data beyond the yield point.

  • Tensile test data conversion: Convert raw load-displacement data from a universal testing machine into true stress-strain values for material characterization reports.
  • Finite element analysis input: CAE tools such as ABAQUS and ANSYS require true stress-strain curves to model plastic deformation and strain hardening behavior accurately.
  • Material comparison studies: Compare the work-hardening response of different alloys by examining their true stress-strain curves rather than engineering curves that diverge after necking.
  • Academic coursework: Work through mechanics-of-materials problems that ask you to convert between engineering and true strain for homework or exam preparation.

The conversion relies on two straightforward formulas. True strain uses the natural logarithm of one plus engineering strain, which gives a measure that accumulates additively over successive deformation increments. True stress multiplies engineering stress by one plus engineering strain, correcting for the reduced cross-sectional area as the specimen stretches.

If you are working with shear deformation instead of axial tension, the shear strain calculator handles angular deformation under shear loading.

How True Strain Calculator Works

The true strain calculator applies two conversion formulas derived from the geometry of a deforming specimen. Both formulas assume uniform deformation before necking begins.

ε_true = ln(1 + ε_eng) | σ_true = σ_eng × (1 + ε_eng)
  • Variable: True strain (dimensionless)
  • Variable: Engineering strain = ΔL / L₀ (dimensionless)
  • Variable: True stress (same units as input stress, typically MPa)
  • Variable: Engineering stress = Force / A₀ (same units as input)

At small strains (below about 0.05), the difference between engineering and true values is negligible. As deformation increases, the gap widens significantly. According to ScienceDirect true stress reference, true strain is computed as the natural logarithm of one plus engineering strain, and true stress equals engineering stress multiplied by one plus engineering strain.

For tension (positive engineering strain), the true strain is smaller in magnitude because the logarithmic function grows more slowly than the linear measure. For compression (negative engineering strain), the true strain is larger in magnitude: an engineering strain of -0.2 gives a true strain of ln(0.8) = -0.2231. The elongation calculator computes the engineering strain ΔL/L₀ from measured gauge extension, and the true strain calculator provides the logarithmic conversion that becomes significant at larger deformations.

Converting a tensile test reading

Engineering strain = 0.1, Engineering stress = 8 MPa

ε_true = ln(1 + 0.1) = ln(1.1) = 0.095310 σ_true = 8 × (1 + 0.1) = 8 × 1.1 = 8.8 MPa

True strain = 0.095310, True stress = 8.8 MPa

The true strain (0.0953) is slightly less than the engineering strain (0.1) because the logarithmic measure grows more slowly at moderate strains. The true stress (8.8 MPa) exceeds the engineering stress (8 MPa) because the actual cross-section has shrunk, concentrating the load over a smaller area.

Key Concepts Explained

Understanding the distinction between engineering and true measures requires a few foundational ideas from mechanics of materials.

Reference geometry

Engineering strain and stress always reference the original, undeformed dimensions. True strain and true stress reference the instantaneous dimensions at each load step. This single difference drives every other distinction between the two systems.

Logarithmic strain additivity

True strain is additive over successive deformation steps. If a bar stretches from L₀ to L₁ and then from L₁ to L₂, the total true strain is ln(L₁/L₀) + ln(L₂/L₁) = ln(L₂/L₀). Engineering strain does not have this property, which makes true strain more useful for multi-step forming processes.

Necking divergence

After necking begins in a tensile test, the engineering stress curve drops because the load decreases while the original area stays constant in the denominator. The true stress curve continues to rise because the instantaneous area at the neck shrinks faster than the load drops. The conversion formulas used here assume uniform deformation and become inaccurate after necking. According to ScienceDirect stress-strain reference, the true stress-strain curve continues to rise after necking because the cross-sectional area decreases faster than the load.

Volume constancy

The conversion σ_true = σ_eng × (1 + ε_eng) assumes that the specimen volume remains constant during plastic deformation. This is a standard assumption for metals at room temperature, where elastic volume changes are negligible compared to plastic shape changes.

These concepts connect to broader deformation analysis. When you need the full stress state at a point rather than a uniaxial conversion, the principal stress calculator resolves principal directions from combined loading.

How to Use This Calculator

Using the true strain calculator requires two inputs from a tensile test or material data sheet.

  1. 1 Obtain the engineering strain: Read the engineering strain from your tensile test data. This is the change in gauge length divided by the original gauge length (ΔL/L₀). For example, a 10 mm gauge extension on a 100 mm specimen gives ε_eng = 0.1.
  2. 2 Obtain the engineering stress: Read the engineering stress at the same load step. This is the applied force divided by the original cross-sectional area. For example, 800 N on a 100 mm² specimen gives σ_eng = 8 MPa.
  3. 3 Enter both values: Type the engineering strain and engineering stress into the calculator fields above.
  4. 4 Read the true values: The calculator displays true strain and true stress immediately. Compare these to the engineering values to see how much the area correction affects your results.
  5. 5 Build the full curve: Repeat the conversion for each data point in your stress-strain curve to generate the true stress-strain curve for FEA input or material reports.

A materials engineer tests an aluminum alloy specimen with a 50 mm gauge length and 25 mm² cross-section. At one load step, the gauge extends by 2.5 mm under 500 N load. Engineering strain = 2.5/50 = 0.05. Engineering stress = 500/25 = 20 MPa. The calculator returns true strain = ln(1.05) = 0.04879 and true stress = 20 × 1.05 = 21 MPa. For practical stress analysis involving pressure vessels, the hoop stress calculator handles the hoop component of that loading.

Benefits of Using This Calculator

Converting to true stress and strain gives you data that reflects the actual material state at each deformation increment.

  • Accurate plasticity modeling: FEA solvers need true stress-strain input to model strain hardening correctly. Using engineering data instead produces non-conservative predictions of deformation and failure.
  • Additive strain measure: True strain accumulates linearly over successive deformation steps, making it the correct measure for multi-pass rolling, drawing, or forging calculations.
  • Post-yield material characterization: The true stress curve continues rising after necking, revealing the material's actual work-hardening capacity. Engineering curves misleadingly suggest the material weakens.
  • Consistent large-deformation analysis: At strains above 5%, the gap between engineering and true values becomes significant. True measures keep your analysis consistent regardless of deformation magnitude.
  • Design safety assessment: When evaluating whether a component meets its factor of safety, using true stress gives a more realistic picture of the actual stress state in regions that have yielded locally.

These benefits apply most directly to plastic deformation analysis. In the elastic range (strains below about 0.005 for most metals), the difference between engineering and true values is negligible and either measure works for design calculations.

Factors That Affect Your Results

Several factors affect the accuracy and applicability of the true strain and true stress conversion.

Uniform deformation assumption

The formulas assume the specimen deforms uniformly along its gauge length. Once necking localizes deformation, the simple conversion overestimates true stress at the neck because it does not account for the triaxial stress state that develops there.

Strain magnitude

At small strains (below 0.02), engineering and true values differ by less than 1%. The conversion becomes essential only at moderate to large strains where the area change is significant.

Material compressibility

The volume constancy assumption holds well for metals but breaks down for polymers, foams, and soils that change volume during deformation. For these materials, direct measurement of instantaneous area is necessary.

Temperature and strain rate

The conversion formulas are geometric and do not depend on temperature or strain rate. However, the material's actual stress-strain response does change with these parameters, so test conditions must match service conditions.

  • After necking begins, the conversion formulas overestimate true stress because they do not account for the triaxial stress state at the neck. Bridgman's correction factor is needed for accurate post-necking true stress values.
  • The formulas assume uniaxial loading. For multiaxial stress states, you need equivalent stress and strain measures (such as von Mises) rather than simple uniaxial conversions. Material property data from elastic constants testing provides the elastic constants needed for those multiaxial calculations.

According to ScienceDirect necking reference, the conversion from engineering to true stress-strain assumes uniform deformation and becomes inaccurate after necking begins in a tensile test. For post-necking analysis, apply Bridgman's correction or use direct measurement of the minimum cross-section at the neck.

True strain calculator showing engineering strain to true strain and engineering stress to true stress conversion results
True strain calculator showing engineering strain to true strain and engineering stress to true stress conversion results

Frequently Asked Questions

Q: What is the difference between true strain and engineering strain?

A: Engineering strain uses the original undeformed length as a fixed reference, while true strain uses the instantaneous length at each deformation step. True strain is the natural logarithm of one plus engineering strain, which makes it additive over successive deformation increments.

Q: How do you calculate true strain from engineering strain?

A: Add 1 to the engineering strain value, then take the natural logarithm of the result. Mathematically, ε_true = ln(1 + ε_eng). For example, an engineering strain of 0.1 gives a true strain of ln(1.1) = 0.09531.

Q: How do you calculate true stress from engineering stress?

A: Multiply the engineering stress by one plus the engineering strain. Mathematically, σ_true = σ_eng × (1 + ε_eng). This corrects for the reduced cross-sectional area as the specimen deforms.

Q: Why is true strain important in material testing?

A: True strain provides an additive measure that accurately represents cumulative deformation, and true stress reflects the actual load-bearing area at each step. Finite element analysis tools require true stress-strain data to model plastic behavior and strain hardening correctly.

Q: Can true strain be negative?

A: Yes. When a specimen is compressed (negative engineering strain), the true strain is also negative. For example, an engineering strain of -0.2 gives a true strain of ln(0.8) = -0.2231. The only constraint is that engineering strain must remain above -1.

Q: What happens to true strain after necking in a tensile test?

A: The simple conversion formulas assume uniform deformation and become inaccurate after necking begins. At the neck, a triaxial stress state develops, and Bridgman's correction factor is needed to obtain accurate true stress values from the measured load and minimum cross-section.