Blast-Resistant Glazing Calculator
Glass laminate layup from blast threat level.
About this calculator
Blast-resistant glazing design starts from a scaled distance, not a raw charge weight: Hopkinson-Cranz scaling (Z = standoff / charge^(1/3)) is what lets a car bomb at 10m and a much larger truck bomb at a proportionally greater standoff produce comparable peak reflected pressure, which is why Charge Weight and Standoff Distance are the only two inputs that move Peak Pressure, Positive Phase, Impulse, and GSA Hazard Level at all -- Panel Width, Panel Height, and Interlayer Type have zero effect on the blast physics itself, only on how the resulting laminate gets built. That required laminate thickness is checked against a fixed table of standard glass plies (4mm up to 25mm); when the design case genuinely needs more than the deepest standard ply can deliver, Ply Thickness Infeasible switches to 1 and Ply Thickness Utilization climbs above 100% -- a signal that the displayed ply thickness does NOT meet the design threat and a custom laminate (plus an actual blast consultant's sign-off) is required, rather than silently showing an undersized recommendation as if it were adequate. Interlayer Type only changes how the laminate holds itself together after the glass breaks: SentryGlas (SGP) always needs FEWER individual plies than PVB at the same peak pressure (1-2 layers versus 2-4), because each SGP layer (1.52mm) is stiffer and thicker on its own than a PVB layer (0.76mm) -- but that doesn't make the TOTAL interlayer stack thinner.
At this calculator's own defaults the two types land on the exact same total Interlayer Thickness (1.52mm either way), and across the mid-pressure band SGP actually requires a THICKER total interlayer than PVB (3.04mm for SGP's 2 layers versus 2.28mm for PVB's 3), because the layer counts don't scale down proportionally to each material's greater per-layer thickness. Neither interlayer choice touches how much overpressure the glazing actually experiences.
Inputs
Results
Peak pressure (kPa)
60.1
Glass ply thickness (mm)
25
How to Use This Calculator
- Enter the TNT-equivalent charge weight (kg) and the standoff distance (m) from the charge to the glazing.
- Enter the glass panel width and height (mm) and choose the interlayer type — PVB (standard) or SGP (SentryGlas, stiffer).
- Review the calculated peak reflected pressure, positive phase duration, and impulse from the blast scaled distance.
- Check the recommended glass ply thickness, number of plies, interlayer thickness, and total laminate build-up.
- Verify the GSA/ISC hazard rating (1=Safe to 4=High) and use the estimated panel weight for structural sizing.
How the result changes with Standoff distance (m)
| Standoff distance (m) | Peak pressure (kPa) | Glass ply thickness (mm) |
|---|---|---|
| 15 | 204.9 | 25 |
| 23 | 95.2 | 25 |
| 45 | 30.6 | 22 |
| 75 | 13.8 | 15 |
What each input means
- Charge weight (kg TNT)
- Equivalent TNT charge weight in kilograms. Car bomb ~100 kg, truck bomb ~1,000+ kg.
- Standoff distance (m)
- Distance from the charge to the glazing face. Controlled by bollards, setbacks, etc.
- Panel width (mm)
- Width of the individual glass panel.
- Panel height (mm)
- Height of the individual glass panel.
- Interlayer type (1-2)
- 1 = PVB (polyvinyl butyral, standard), 2 = SGP (SentryGlas Plus, higher stiffness).
What each result means
- Scaled distance Z (m/kg^⅓)
- Hopkinson-Cranz scaled distance. Lower values = more severe threat.
- Peak pressure (kPa)
- Peak reflected overpressure at the glazing face.
- Positive phase (ms)
- Duration of the positive pressure phase.
- Impulse (kPa·ms)
- Reflected impulse (area under pressure-time curve).
- Glass ply thickness (mm)
- Recommended thickness per glass ply (heat-strengthened).
- Number of glass plies
- Recommended number of glass plies in the laminate.
- Interlayer thickness (mm)
- Total interlayer thickness for fragment retention.
- Total build-up (mm)
- Total laminated glass thickness including interlayers.
- Panel weight (kg)
- Estimated weight of the laminated glass panel.
- GSA hazard level (1-4)
- Estimated GSA/ISC hazard rating: 1=Safe, 2=Very Low, 3=Low-Medium, 4=High risk.
- Ply thickness infeasible flag
- 1 if the required single-ply thickness exceeds every standard glass ply (25 mm) and the displayed recommendation does NOT meet the design threat -- specify a custom laminate and get a blast consultant's sign-off. 0 otherwise.
- Ply thickness utilization (%)
- Required single-ply thickness as a percentage of the selected ply's thickness. Above 100% means the recommended ply is thinner than the design case requires.
How this is calculated
Worked example, using the default values
- Identify Input Parameters4 parametersCharge weight (kg TNT) = 100, Standoff distance (m) = 30, Panel width (mm) = 1500, Panel height (mm) = 2000 = 5 input(s) provided
- Calculate Peak pressurePeak pressure = 1772 / (z * z) + 114 / z60.1 = 60.1
- Calculate Glass ply thickness25 = 25
- Calculate Scaled distance ZScaled distance Z = standoffM / pow(chargeKg, 1 / 3)6.46 = 6.46
- Calculate Positive phasePositive phase = 1.3 * pow(chargeKg, 1 / 3) * pow(z, 0.3)10.6 = 10.6
Engine last updated . Checked against 4 independently-derived tests — how we verify calculators. Built by Paul Gunder, a software engineer, not a licensed financial, medical, or legal professional.
Frequently Asked Questions
What does it mean when Ply Thickness Infeasible reads 1?
It means the design case (from Charge Weight and Standoff Distance) requires a single glass ply thicker than the deepest standard option this calculator's table offers (25mm) -- the displayed Glass Ply Thickness does NOT actually meet the blast threat you entered. Ply Thickness Utilization will read above 100% at the same time. Treat this as a signal to specify a custom laminate build-up with a qualified blast consultant, not as a usable recommendation.
Peak Pressure and Panel Weight both respond to inputs on this calculator -- why does resizing the panel move one and not the other?
Because they come from two unrelated physical processes. Peak Pressure, Scaled Distance, Positive Phase, and Impulse all derive purely from the Hopkinson-Cranz blast-scaling relationship (Z = standoff / charge^(1/3)) -- a function of Charge Weight and Standoff Distance only, describing the shockwave traveling through open air before it ever reaches a wall. Panel Width and Panel Height don't enter that physics at all; a 300mm test coupon and a 3000mm curtain wall panel sitting at the exact same standoff from the exact same charge experience the identical peak reflected pressure. What panel size DOES change is everything downstream of the blast load being applied -- total glass area, and therefore Panel Weight -- once the required ply thickness (driven by that shared, size-independent pressure) gets multiplied across the actual panel footprint.
How does interlayer type (PVB vs SGP) change the laminate build-up?
The pattern isn't a simple "SGP always wins on thickness" story. At this calculator's low-pressure default (~60 kPa) both types land on exactly 1.52mm total (PVB: 2 x 0.76mm, SGP: 1 x 1.52mm). Push into the 100-200 kPa band and PVB jumps to 3 layers (2.28mm) before SGP needs its second layer, so SGP is briefly thicker overall (3.04mm vs 2.28mm) despite needing fewer plies. But keep pushing past 200 kPa and PVB jumps again to 4 layers (3.04mm) while SGP holds at 2 layers (3.04mm) -- the two totals converge back to equal at the high end. So interlayer thickness between PVB and SGP ties at both the low and high ends of the pressure range and only diverges in the middle band, purely because of where each material's layer-count step function happens to land relative to the other's.
Does moving the glazing farther from a potential charge location always reduce the required glass thickness?
Yes, monotonically across Standoff Distance's full 5-500m declared range -- greater standoff always increases Scaled Distance, which always reduces (or at worst holds steady across a standard-ply plateau) Peak Pressure and therefore the required glass ply thickness, GSA Hazard Level, and Ply Thickness Infeasible risk. This is the physical basis for using standoff (bollards, setbacks) as a primary blast mitigation strategy alongside the glazing itself.
What happens to the infeasible-recommendation risk as Charge Weight keeps climbing toward its declared maximum?
It only ever gets worse, never better. Ply Thickness Infeasible never drops from 1 back to 0 as Charge Weight increases across its full 1-10,000 kg declared range, holding standoff fixed. A bigger design-basis threat only ever holds the infeasibility risk steady or raises it, since a larger charge always raises (or at worst plateaus) the required single-ply thickness.
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