Snell’s law refraction angles

When a compression wave crosses from a wedge into the test material at an angle, it splits. Part of it refracts as a compression wave and part mode-converts to a shear wave, each obeying sin θ₁ / c₁ = sin θ₂ / c₂. Because the shear velocity in steel is much lower than the compression velocity, the shear wave always refracts at a smaller angle than the compression wave from the same incident angle.

This is the whole basis of angle-beam weld inspection. The wedge angle of a 45°, 60° or 70° shear probe is chosen so that the incident angle lies between the first and second critical angles (about 27.6° and 57.4° for perspex on steel). Above the first critical angle the compression wave has been refracted out of the material completely and only the shear wave remains, giving a single, unambiguous beam. Below it you have two beams in the part at once and every indication has two possible depths.

A refracted angle only exists while the calculated sine is 1 or less. When c₂/c₁ · sin θ₁ > 1 that mode has gone past its critical angle and is no longer propagating into the bulk material — the calculator returns no value for it, which is the correct physical answer, not an error.

Wedge velocity matters. Perspex/acrylic is about 2730 m/s, but Rexolite is nearer 2330 m/s and cross-linked polystyrene wedges vary between manufacturers. Wedges also warm up in service and the velocity drops, which is why the actual refracted angle should be verified on a calibration block at working temperature rather than trusted from the label.

Compression or shear

Worked example

Incident angle in wedge20 deg
Wedge velocity (compression)2730 m/s
Material compression velocity5900 m/s
Material shear velocity3240 m/s
Refracted shear angle θ_S23.95 deg
Refracted compression angle θ_L47.66 deg
First critical angle27.56 deg
Second critical angle57.41 deg

sin 20° = 0.34202. Shear: (3240/2730) × 0.34202 = 0.40591 → θ_S = 23.95°. Compression: (5900/2730) × 0.34202 = 0.73916 → θ_L = 47.66°. At 20° incidence the wedge is below the 27.56° first critical angle, so both beams exist in the steel at once — which is why a usable shear probe uses a wedge angle above 27.6°.

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