1. Date of download: 11/16/2017
Copyright © ASME. All rights reserved.
From: Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
J. Comput. Nonlinear Dynam. 2006;2(2): doi: /
Figure Legend:
Nominal dimensions of sections: (a) top-hat; and (b) hexagonal

2. Date of download: 11/16/2017
Copyright © ASME. All rights reserved.
From: Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
J. Comput. Nonlinear Dynam. 2006;2(2): doi: /
Figure Legend:
Finite-element model of top-hat tube

3. Date of download: 11/16/2017
Copyright © ASME. All rights reserved.
From: Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
J. Comput. Nonlinear Dynam. 2006;2(2): doi: /
Figure Legend:
Variation of strength properties with strain rate: (a) DP600; and (b) TRIP600

4. Date of download: 11/16/2017
Copyright © ASME. All rights reserved.
From: Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
J. Comput. Nonlinear Dynam. 2006;2(2): doi: /
Figure Legend:
Results of Eq. for DP600; (0) Rp0.2 proof stress; (◇) intermediate stress; UTS reference interval: –141∕s; Du=64,601.9∕s; Dy=1587.6∕s; pu=3.22; py=2.33

5. Date of download: 11/16/2017
Copyright © ASME. All rights reserved.
From: Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
J. Comput. Nonlinear Dynam. 2006;2(2): doi: /
Figure Legend:
Results of Eq. for TRIP600; (0) Rp0.2 proof stress; (◇) intermediate stress; UTS reference interval: –209.8∕s; Du=160,171.4∕s; Dy=11,410.6∕s; pu=3.54; py=3.28

6. Date of download: 11/16/2017
Copyright © ASME. All rights reserved.
From: Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
J. Comput. Nonlinear Dynam. 2006;2(2): doi: /
Figure Legend:
Detail of trigger and laser weld

7. Date of download: 11/16/2017
Copyright © ASME. All rights reserved.
From: Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
J. Comput. Nonlinear Dynam. 2006;2(2): doi: /
Figure Legend:
Experimental and numerical load-time histories, DP600, test dt4

8. Date of download: 11/16/2017
Copyright © ASME. All rights reserved.
From: Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
J. Comput. Nonlinear Dynam. 2006;2(2): doi: /
Figure Legend:
Experimental and numerical load-time histories, DP600, test dt2

9. Date of download: 11/16/2017
Copyright © ASME. All rights reserved.
From: Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
J. Comput. Nonlinear Dynam. 2006;2(2): doi: /
Figure Legend:
Experimental and numerical load-time histories, TRIP600, test dt5

10. Date of download: 11/16/2017
Copyright © ASME. All rights reserved.
From: Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
J. Comput. Nonlinear Dynam. 2006;2(2): doi: /
Figure Legend:
Experimental and numerical load-time histories, TRIP600, test dt7

11. Date of download: 11/16/2017
Copyright © ASME. All rights reserved.
From: Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
J. Comput. Nonlinear Dynam. 2006;2(2): doi: /
Figure Legend:
Final deformed shapes obtained experimentally and numerically for DP600: (a) dt4, dp1; and (b) dt2, dp6

12. Date of download: 11/16/2017
Copyright © ASME. All rights reserved.
From: Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
J. Comput. Nonlinear Dynam. 2006;2(2): doi: /
Figure Legend:
Final deformed shapes obtained experimentally and numerically for TRIP600: (a) dt5, trip2; and (b) dt7, trip6

13. Date of download: 11/16/2017
Copyright © ASME. All rights reserved.
From: Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
J. Comput. Nonlinear Dynam. 2006;2(2): doi: /
Figure Legend:
Experimentally obtained variation of velocity of mass after striking specimen (velocities are determined from high speed film): (•–•): experimental data; (– – –) best curve fit

14. Date of download: 11/16/2017
Copyright © ASME. All rights reserved.
From: Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
J. Comput. Nonlinear Dynam. 2006;2(2): doi: /
Figure Legend:
Comparison of velocity–time histories of the different numerical simulations of Otubushin’s benchmark using Cowper–Symonds equation and modified version