International Journal of Concrete Structures and Materials

Table 3 Lateral displacements obtained from LVDT-1 against three major impacts

From: Numerical and Experimental Analysis to Develop a SB6/H3 High Containment Level Concrete Median Barrier

	First impact	First peak	Second impact	Second peak	Third impact	Third peak
Time (s)	0.088	0.176	0.223	0.263	0.403	0.500
CMB-17S	0.0	12.6	11.5	24.6	22.2	≥ 71.8^a
CMB-17F	0.0	13.2	9.7	12.8	3.7	60.7

^a71.8: this value was measured at 0.472 s because data measured from LVDT-1 prior to 0.472 s was not reliable due to concrete fragmentation

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