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Table 4 Summary of results of maximum deflection.

From: An Improved Linear Complementarity Solver for the Dynamic Analysis of Blast Loaded Structures

 

Experimental results

ABAQUS results

LCP

Lumped mass

LCP

Continuous mass

Maximum deflection of beam B2-1 (mm)

9.00

8.43

9.70

9.90

The time when maximum deflection is attained (s)

Not available

0.0048

0.0045

0.0044