Stress & Strain Calculator
Calculate stress, strain, and Young's modulus
Enter force, area, and change in length
Stress = F/A, Strain = dL/L0, E = Stress/StrainWhat Is Stress-Strain Analysis?
Stress-strain analysis describes how materials deform under applied loads. Stress (σ) is the internal force per unit area within a material, measured in Pascals (Pa). Strain (ε) is the fractional deformation — how much the material stretches or compresses relative to its original length.
The ratio of stress to strain in the elastic region defines Young's modulus (E), a fundamental material property. Engineers use stress-strain data to select materials, design structures, and predict failure points in everything from bridges to medical implants.
How to Use the Stress-Strain Calculator
- Enter the applied force in Newtons (N) and cross-sectional area in square meters (m²).
- Enter the original length and change in length to compute strain.
- Click Calculate to get stress (Pa), strain (dimensionless), and Young's modulus.
- Compare results against published material limits to verify structural integrity.
Formula & Explanation
Stress: σ = F / A (Pa)
Strain: ε = ΔL / L₀ (dimensionless)
Young's Modulus: E = σ / ε (Pa)
σ = stress (Pa)
F = force (N)
A = cross-sectional area (m²)
ε = strain
ΔL = change in length (m)
L₀ = original length (m)Young's modulus is only valid in the elastic (linear) region of the stress-strain curve. Beyond the yield point, plastic deformation occurs.
Worked Examples
Steel Rod Under Tension
A 10 mm diameter steel rod (A ≈ 7.85×10⁻⁵ m²) is pulled with 5000 N. σ = 5000 / 7.85×10⁻⁵ ≈ 63.7 MPa. If it stretches 0.03 mm over 1 m, ε = 3×10⁻⁵ and E ≈ 212 GPa — matching steel's known value.
Rubber Band Stretch
A rubber strip (A = 4×10⁻⁶ m², L₀ = 0.1 m) stretches 0.02 m under 0.8 N. σ = 200,000 Pa, ε = 0.2, E = 1 MPa. Rubber's low modulus explains its high flexibility.
Concrete Column
A concrete column (A = 0.04 m²) supports 800 kN. σ = 800,000 / 0.04 = 20 MPa. At 0.1 mm shortening over 2 m, ε = 5×10⁻⁵ and E ≈ 400 GPa — within normal concrete range.