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Stress-Strain Curve Explorer

Explore stress-strain curves for different materials. Identify yield point, ultimate strength, and fracture with interactive annotations.

Tested tool guide Tested browser tools Checked August 16, 2026

What Stress-Strain Curve Explorer does, with a checked example

Select a material and this tool draws its engineering stress-strain curve with the points that matter marked - yield strength, ultimate tensile strength, and fracture - plus the elastic line whose slope is Young's modulus. The annotations are interactive: move along the curve to read exact stress and strain at any location, including the straight elastic region and the post-ultimate falling segment. The thing most users get wrong: yield is not always a visible knee in the curve. Aluminum and many alloys yield gradually, so their yield point is fixed by the 0.2% offset construction, a line drawn parallel to the elastic region at 0.2% strain.

Worked example

A concrete input and expected output from the current implementation.

Input

Steel test bar: gauge length 50 mm, cross-section 100 mm², load 20 kN, measured elastic elongation 0.05 mm.

Expected output

Stress = 20,000 N / 100 mm² = 200 MPa. Strain = 0.05 mm / 50 mm = 0.001 (0.1%). Elastic modulus = 200 MPa / 0.001 = 200,000 MPa = 200 GPa. The point plots on the straight elastic line of the steel curve, and the slope matches steel's textbook modulus.

Stress and strain are both built from original dimensions, so the numbers come straight from the definitions. Their ratio falls at 200 GPa, the expected modulus for structural steel, which confirms the load stayed inside the elastic region rather than past yield.

How the result is produced

1

Curve and slope

Stress is force divided by the original cross-sectional area, and strain is elongation divided by the original gauge length, so both values are built on initial dimensions. The elastic portion of the curve is a straight line, and its slope is Young's modulus in the same units as stress. Hovering or moving a marker along the curve returns stress and strain read off this construction, with strain commonly shown as a percentage.

2

The three markers

Yield is where permanent deformation begins: the end of the elastic line, or the intersection of a line drawn parallel to the elastic region and offset by 0.2% strain, for materials without a clear yield plateau. Ultimate strength is the highest stress on the curve, where necking starts. Fracture is the final point, where the specimen separates. Between ultimate and fracture the curve falls because engineering stress divides by the original area while the neck keeps shrinking.

Good uses

  • Checking whether a part stays elastic under a known working load - compare the stress at that load against the yield marker, not against the ultimate, and apply the design factor yourself.
  • Comparing candidate materials: steel is stiffer (steeper elastic slope) than aluminum, and the fracture-strain marker shows which material stretches further before breaking, which matters for forming and crash behavior.
  • Verifying a test or a textbook figure - read stress and strain at two points on the elastic line and confirm the modulus, or check where the 0.2% offset line meets an aluminum curve.

Limits and checks

  • The curve is engineering, not true, stress-strain. After necking begins, the falling branch misleads: the material is not weakening, it is losing area. For rubber and polymers, where strains exceed a few percent, engineering values diverge strongly from true behavior.
  • Strain may be shown as a fraction or a percentage - 0.002 and 0.2% are the same point, and confusing them misreads ductility by a factor of 100. Also confirm the stress unit; MPa and N/mm² are numerically identical.
  • The displayed values are typical or minimum figures from published material data, not a prediction for your sample. Heat treatment, cold work, temperature, and test rate shift yield and ultimate noticeably, so treat the annotations as design references.

Common questions

Why does the curve go down after the ultimate point instead of rising until fracture?

The plot uses engineering stress, which divides load by the original cross-sectional area. Once necking starts, the neck shrinks faster than the load grows, so stress computed on the original area falls even though the material itself is still getting stronger. A true-stress curve, computed with instantaneous area, keeps rising to the moment of fracture.

Does the yield strength shown match what my own tensile test would give?

Only approximately. The tool displays values from published material data - typical values or standard minimums - and real behavior depends on your batch's heat treatment and cold work, the specimen geometry, and the strain rate. Use the annotations for design and comparison, and treat a measured mismatch of several percent as normal.

References and verification

The example and behavioral notes were checked against the browser implementation. Standards and primary references below define the relevant format, formula, or platform behavior.

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