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 wedge | 20 deg |
| Wedge velocity (compression) | 2730 m/s |
| Material compression velocity | 5900 m/s |
| Material shear velocity | 3240 m/s |
| Refracted shear angle θ_S | 23.95 deg |
| Refracted compression angle θ_L | 47.66 deg |
| First critical angle | 27.56 deg |
| Second critical angle | 57.41 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°.