True Strain Calculator

Convert engineering stress-strain values into their true counterparts using the true strain calculator.

Clear
True (logarithmic) strain0.000499875-0.025% below the engineering value — the gap only matters past a few percent strain
Stress100 MPa100 MPa, 14,503.8 psi
Strain0.00050.05%, or 500 microstrain
Young's modulus E used200 GPaStructural steel
Extension1 mm1 mm over 2 m — FL ÷ AE
New length2.001 m
Stiffness of this member50 MN/mAE ÷ L — the spring rate of the bar itself
Elastic energy stored25 J½FΔL, the area under the load–extension line
Lateral strain-0.00015Poisson's ratio 0.3 — the bar gets thinner as it stretches
Yield strength250 MPa250 MPa
Factor of safety2.5a conventional margin
Utilisation40%of the yield strength
Force at yield125 kN125 kN
Area needed for a factor of 2400 mm²

The formula

σ = F ÷ A; ε = ΔL ÷ L; E = σ ÷ ε; ΔL = FL ÷ AE

Stiffness and strength are different properties

Young's modulus describes stiffness — how much a material deflects under load. Yield strength describes strength — the stress at which it stops springing back. They are independent, and confusing them is the most common error in material selection.

Steel and carbon fibre have similar stiffness while carbon fibre is several times stronger. Nylon is nearly as strong as mild steel in yield, yet seventy times less stiff, which is why a nylon component of the same size flexes visibly under a load steel would barely notice. Choose modulus for deflection limits and strength for failure limits.

Shear uses G, not E. For most metals G is about 38% of E, so a shear calculation done with Young's modulus underestimates the deflection by roughly a factor of two and a half.

Engineering strain divides by the original length; true strain integrates over the changing length and equals ln(1+ε). Below a few percent they agree closely, which is why elastic design ignores the distinction — but in metal forming, where strains reach tens of percent, the difference is large and true strain is the meaningful one.