Presets
Playback
Material
Stress-optic coefficient C sets how many fringes per MPa.
Polariscope
Light source
Load and specimen
Optics
Probe point
Reads stress, Mohr circle and isoclinic angle.
Camera
Layers
Quality
Model checks
The science
What a polariscope shows
Stressed transparent plastics become birefringent: the refractive-index difference between the two principal-stress directions is proportional to the principal stress difference, n1 - n2 = C (σ1 - σ2) (stress-optic law, C in Brewsters = 10-12 Pa-1). Light crossing a plate of thickness t picks up a retardation of N wavelengths:
N = C t (σ1 - σ2) / λ = t (σ1 - σ2) / fσ, with material fringe value fσ = λ/C.
Intensities
Circular polariscope, dark field: I = I0 sin²(π N) (black where N is an integer: isochromatic fringes; light field is the complement). Plane polariscope adds the isoclinic factor sin²(2(θ - α)) where θ is the local principal direction and α the polariser angle: black bands wherever a principal axis lines up with the polariser. In white light each colour has its own N, so low orders show vivid colours and high orders wash out to pink and green.
Disc under diametral load (plane stress)
Superposing two point loads P at (0, ±R) (Flamant solutions) gives σy = -(2P/πt) [ (R-y)³/r14 + (R+y)³/r24 - 1/D ] and the analogous σx, τxy. At the centre σ1 - σ2 = 8P/(π D t) (tension 2P/πDt across the load line, compression 6P/πDt along it). This is why a disc is the classic calibration specimen for the fringe value.
Honest simplifications
- Point loads give infinite stress at the contacts; real platens flatten them (Hertz contact), so fringes cluster there but stay finite. The picture is trustworthy away from the contact patches (more than about 0.1 R).
- Plane stress, linear-elastic, constant stress-optic coefficient; no residual stress, no dispersion of
Cwith wavelength, no creep. - White light is nine spectral lines added in intensity, not a continuous spectrum.
- Material constants are typical textbook values; real batches differ by 10-20 %.
- The 3D scene is a schematic bench: the loading frame, screw and dial are drawn, not simulated structurally.