Longitudinal strain εL
Relative deformation measured along the loading axis. In tension, L₁ > L₀, so εL is positive.
VIRTUAL + PHYSICAL MATERIAL TESTING
A kinetic lab for turning extension and contraction into an engineering measurement. Stretch the specimen, trace the motion, and let the ratio emerge.
A serial learning experience for Mechanics of Solids: begin with the French history and engineering need, define stress and strain, compare standards and materials, perform the physical and virtual tests, then interpret data.
Compare a real measurement workflow with an illustrative virtual model. Every number carries provenance: SIMULATED or ENTERED.
Pick a material
→Stretch the specimen
→Read the ratio
νTHEORY / 01
When a specimen is pulled in one direction, its cross-section usually responds in the other. Poisson’s ratio quantifies that coupling.
Siméon-Denis Poisson (1781–1840), a French mathematician and physicist, gave the quantity its name. When a rod is pulled, its length changes and its cross-section changes too. A theory that tracked only axial extension could not predict the full shape change, so engineers needed one measure to connect the two strains.
Success, with a correction: the ratio became a durable engineering tool, but Poisson’s early universal numerical prediction did not survive improved experiments.
Stress is the applied force divided by cross-sectional area. Strain is the relative deformation. In the linear-elastic region, Young’s modulus E connects them.
Under tensile loading, the force pulls atomic or molecular bonds apart slightly. Their restoring forces resist the separation, so the specimen elongates until the internal resistance balances the applied load. At the same time, the material rearranges sideways; most ordinary materials become narrower because they resist volume change more strongly than shape change.
Load acts along the specimen axis and creates normal stress σ.
L₁ becomes greater than L₀ while the bonds remain in the elastic range.
W₁ becomes smaller than W₀, giving negative εT and usually positive ν.
The minus sign makes ν positive when a tensile specimen gets longer and narrower.
Relative deformation measured along the loading axis. In tension, L₁ > L₀, so εL is positive.
Relative width or diameter change. In ordinary tensile loading, W₁ < W₀, so εT is negative.
Because εT and εL have opposite signs in tension. The minus sign turns their ratio into a positive ν for most ordinary materials.
Standards make results comparable across countries and industries. The exact test method still depends on the material, specimen geometry, temperature, strain range, and whether the behavior is elastic.
| Material | US system / ASTM | Indian system / IS · BIS |
|---|---|---|
| Metals | ASTM E132 or ASTM E8 | IS 1608 (Part 1) |
| Plastics | ASTM D638 | IS 13360 (Part 5) / IS 8543 |
| Composites | ASTM D3039 | IS 16212 |
Poisson’s ratio is still an active material property. It is measured in tensile tests, entered into material cards for finite-element analysis, and used whenever a design must predict both axial and sideways dimensional change.
Poisson’s ratio is a small equation with a long learning path. Students first learn the sign and measurement, then compare real materials, then learn how assumptions fail in polymers, fibres, composites, anisotropic solids, and large-deformation problems.
PHYSICAL EXPERIMENT / 02
Use a rubber band or suitable specimen for a classroom demonstration. Record each stage carefully; the virtual lab is a model, not a substitute for measurement.
Clamp the specimen to a stationary support and align a ruler parallel to its length.
Measure L₀ and W₀ at zero load. Note the material and instrument resolution.
Pull the free end in small increments. Avoid jerks and record the applied load.
Capture L₁ and W₁, then enter each stage in the data station.
VIRTUAL SIMULATION / 03
Illustrative model parameters make the material differences visible. Use the slider like a force handle; values update continuously.
Adjust the slider to create valid deformation measurements. The ratio is undefined at zero longitudinal strain.
Record the current slider position as a virtual measurement stage.
| Stage | Load | L₁ | W₁ | εL | εT | ν |
|---|---|---|---|---|---|---|
| No readings recorded yet. Move the slider, then record a stage. | ||||||
The left clamp stays fixed. The right clamp travels with the applied load, so L₁ visibly increases.
The specimen becomes slightly narrower as W₁ decreases. The change is intentionally amplified for visual learning.
Values are illustrative, not a replacement for a calibrated machine or actual laboratory readings.
MATERIAL ATLAS / 04
Do not treat every material as a perfect homogeneous bar. The model makes its assumptions visible so students can discuss limitations.
DATA STATION / 05
Replace the illustrative values with measurements from your own setup. The calculation panel updates as you type.
SAMPLE READINGS / 06
Illustrative readings only. These values are designed to support discussion and must not be reported as actual laboratory results.
| Stage | Load (N) | L₀ (mm) | L₁ (mm) | W₀ (mm) | W₁ (mm) | εL | εT | ν |
|---|
GRAPHS & ANALYSIS / 07
Charts use the illustrative multi-material dataset and redraw from the selected sample material. Hover/tap points for stage values.
RESULTS / 08
Engineering observations are generated from the entered values. If the measurements disagree with a usual tensile response, the language tells you.
Export the current entered readings and inference as a CSV data file, or open a print-ready report and choose “Save as PDF”.
KNOWLEDGE CHECK / 09
Five quick checks. Choose an answer, see the explanation, and use the feedback to return to the instrument.