Review Article
An Overview of Methods for Blast Load Testing and Devices for Pressure Measurement
| Author | Year | Element type | Material type | Dimensions (m) | Impact velocity (m/s) | Pressure (MPa) | Impulse (MPa ms) |
| Gram et al. [74] | 2006 | Columns | RC | 0.36 × 0.36 × 3.28 | 1.5–30 | N/A | 15.8 | Oesterle [75] | 2009 | Walls | CMU and CMU + CFRP (RC + frangible panels) | 0.268 × 0.146 0.350 × 0.122 | 4–8 (5–23) | N/A | 0.7–1.9 (1.9–5.9) | Oesterle et al. [76] | 2009 | Walls | CMU and CMU + CFRP | 2.68 × 1.46 | 4–8 | 1.55 | 1.1–2.0 | Stewart [77] | 2010 | Columns | A992 Gr. 50 steel | 0.25 × 0.25 × 3.32 0.37 × 0.37 × 3.32 | 4–45 | 1.1–131.3 (233.3) | 2.4–55.6 (53.1) | Huson et al. [73] | 2011 | Water bladder | XR-5 polyester and U1940 nylon | 0.41 × 0.41 | 10–25 | 0.5–1 | 0.62–16.2 | Rodriguez-Nikl et al. [68] | 2011 | Columns | RC and RC CFRP | N/A | N/A | 10 | 6.8–16.9 | Huson [72] | 2012 | Joints | CFRP and balsa | 0.60 × 1.22 × 1.22 | 10–25 | 3.1–10.34 | 6.9–34.5 | Li et al. [50] | 2012 | Columns | RC LS and RC NS | 0.26 × 0.26 × 2.4 | 10–25 | N/A | 5.3–15.9 | Stewart [78] | 2012 | Columns | A992 Gr. 50 steel | 0.37 × 0. 37 × 3.32 (S and W) | 13–45 22–65 | N/A | 15 ()–53.8 (39.4–107.4) | Freidenberg [69] | 2014 | Wall | Sure-board | 3.7 × 1.3 | 10 | 3200 | 4 | Stewart et al. [67] | 2014 | Columns | A992 Gr. 50 steel | 0.25 × 0.25 × 3.32 0.37 × 0.37 × 3.32 | 4–45 | 1.1–131.3 (233.3) | 2.4–55.6 (53.1) |
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Sure-Board: C-shaped studs of high-strength low alloy vanadium steel with cement-board and gypsum-board panel. UCSD: University of California, San Diego. CFRP: carbon fibre-reinforced polymer. RC LS: reinforced concrete limited seismic. RC NS: reinforced concrete nonseismic. S: strong axis. W: weak axis.
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