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):114-123. doi:10.1115/1.2447129 Figure Legend: Nominal dimensions of sections: (a) top-hat; and (b) hexagonal
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):114-123. doi:10.1115/1.2447129 Figure Legend: Finite-element model of top-hat tube
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):114-123. doi:10.1115/1.2447129 Figure Legend: Variation of strength properties with strain rate: (a) DP600; and (b) TRIP600
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):114-123. doi:10.1115/1.2447129 Figure Legend: Results of Eq. for DP600; (0) Rp0.2 proof stress; (◇) intermediate stress; UTS reference interval: 0.0001–141∕s; Du=64,601.9∕s; Dy=1587.6∕s; pu=3.22; py=2.33
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):114-123. doi:10.1115/1.2447129 Figure Legend: Results of Eq. for TRIP600; (0) Rp0.2 proof stress; (◇) intermediate stress; UTS reference interval: 0.0001–209.8∕s; Du=160,171.4∕s; Dy=11,410.6∕s; pu=3.54; py=3.28
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):114-123. doi:10.1115/1.2447129 Figure Legend: Detail of trigger and laser weld
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):114-123. doi:10.1115/1.2447129 Figure Legend: Experimental and numerical load-time histories, DP600, test dt4
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):114-123. doi:10.1115/1.2447129 Figure Legend: Experimental and numerical load-time histories, DP600, test dt2
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):114-123. doi:10.1115/1.2447129 Figure Legend: Experimental and numerical load-time histories, TRIP600, test dt5
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):114-123. doi:10.1115/1.2447129 Figure Legend: Experimental and numerical load-time histories, TRIP600, test dt7
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):114-123. doi:10.1115/1.2447129 Figure Legend: Final deformed shapes obtained experimentally and numerically for DP600: (a) dt4, dp1; and (b) dt2, dp6
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):114-123. doi:10.1115/1.2447129 Figure Legend: Final deformed shapes obtained experimentally and numerically for TRIP600: (a) dt5, trip2; and (b) dt7, trip6
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):114-123. doi:10.1115/1.2447129 Figure Legend: Experimentally obtained variation of velocity of mass after striking specimen (velocities are determined from high speed film): (•–•): experimental data; (– – –) best curve fit
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):114-123. doi:10.1115/1.2447129 Figure Legend: Comparison of velocity–time histories of the different numerical simulations of Otubushin’s benchmark using Cowper–Symonds equation and modified version