Damage Assessment of an RC Pier under Noncontact Blast Loading Based on P-I Curves

Table 6

Displacement comparison.

	Theoretical displacement (mm)	P (MPa)	I (MPa·ms)	Numerical displacement (mm)	Error (%)
2°	61.0	10.00	2.39	59.8	1.97
		0.66	30.00	50.5	17.21
		0.82	3.00	52.5	13.93
5°	153.0	5.00	6.04	141.0	7.84
		1.70	30.00	136.0	11.11
		1.73	8.00	123.0	19.60
12°	364.0	10.00	14.45	329.0	9.62
		3.20	30.00	319.0	12.36
		3.22	20.00	311.0	14.56

Error = (theoretical displacement − numerical displacement)/theoretical displacement × 100%.