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Table 3 Comparison of peak pressure and impulse.

From: Numerical Analysis of the Effect of Afterburning on Damage to the Concrete Structure Under Interior Explosion

Position (TNT: 2 kg)

Peak pressure (MPa)

Impulse (MPa-msec)

1st

Error (%)

2nd

Error (%)

3rd

Error (%)

Error (%)

Experiment

Right center

4.362

2.047

1.216

9.963

Right corner

8.948

4.283

1.307

9.369

No Afterburn

Right center

4.567

− 11.9

2.787

− 16.0

0.894

− 31.8

3.591

− 45.7

Right corner

9.350

4.2

3.530

− 22.1

0.906

− 40.8

5.291

− 44.0

Afterburn

Right center

4.567

− 11.9

2.801

15.5

0.980

− 25.3

6.819

− 14.1

Right corner

9.352

4.2

4.174

− 7.9

1.962

28.2

8.577

− 9.2