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Application/Comparison Study of a Graphical Method of Forming Limit Curve Estimation for DP590 Steel Sheets

Journal of the Korean Society for Precision Engineering 2019;36(9):883-890.
Published online: September 1, 2019

1 Faculty of Mechanical Engineering, Hungyen University of Technology and Education, Hungyen Vietnam

2 School of Mechanical Engineering, Kyungpook National University, 80, Daehak-ro, Buk-gu, Daegu, 41566 Republic of Korea

3 School of Mechanical Engineering, Hanoi University of Science and Technology, 1 Dai Co Viet Road, Hanoi Vietnam

#E-mail: toan.nguyenduc@hust.edu.vn, TEL: +84-988-693-047
• Received: March 26, 2019   • Revised: May 21, 2019   • Accepted: May 29, 2019

Copyright © The Korean Society for Precision Engineering

This is an Open-Access article distributed under the terms of the Creative Commons Attribution Non-Commercial License (http://creativecommons.org/licenses/by-nc/3.0) which permits unrestricted non-commercial use, distribution, and reproduction in any medium, provided the original work is properly cited.

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Application/Comparison Study of a Graphical Method of Forming Limit Curve Estimation for DP590 Steel Sheets
J. Korean Soc. Precis. Eng.. 2019;36(9):883-890.   Published online September 1, 2019
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Application/Comparison Study of a Graphical Method of Forming Limit Curve Estimation for DP590 Steel Sheets
J. Korean Soc. Precis. Eng.. 2019;36(9):883-890.   Published online September 1, 2019
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Application/Comparison Study of a Graphical Method of Forming Limit Curve Estimation for DP590 Steel Sheets
Image Image Image Image Image Image Image Image
Fig. 1 Flow stress curves of DP340 with various hardening models
Fig. 2 Hill anisotropy of DP590 steel sheet prediction for (a) R-value and (b) normalized yield stress
Fig. 3 Evaluation of limit strains based on different hardening laws and yield functions of (a) Von Mises and (b) Hill 48
Fig. 4 FLC prediction by graphical method for DP590 steel sheet based on various hardening laws in cases of (a) Von Mises and (b) Hill 48
Fig. 5 Hecker punch stretching (a) for various specimens, (b) experimental results, and (c) fracture heights of DP590 sheet
Fig. 6 FEM model for Hecker punch stretching tests
Fig. 7 Deformed shapes of (a) Voce, (b) Swift, and (c) Kim-Tuan’s FLD predictions
Fig. 8 Strain paths by FEM for each specimen
Application/Comparison Study of a Graphical Method of Forming Limit Curve Estimation for DP590 Steel Sheets

Chemical composition and mechanical properties of DP590 material

Mass (%)
C 0.098 S 0.003 Cu 0.025 Ni 0.02
Mn 1.59 Si 0.087 Sn 0.013 Fe Bal
Direction 45° 90°
Young’s modulus (GPa) 202 206 215
Yield stress (MPa) 368 367.67 384.12
Elongation (%) 26.3 27.5 26.8
R value 0.754 1.193 0.995

Parameters of Swift, Voce and Kim-Tuan equations of DP590

Swift Voce
C (MPa) ε 0 n σ Y P Q
1027.8 0.0028 0.184 368.51 368.24 20.966
Kim-Tuan
σ 0 K(MPa) t h
368 675.8 81.0 0.342

Calculated constants at plane strain, uniaxial tension, and equibiaxial tension stages

Forming mode (U. T.) (P. S.) (B. T.)
Mises α 0 0.5 1
β -0.5 0 1
A(α) 1 0.866 0.5
B(α) 1/3 0 0.1667
Hill48 α 0.17 0.5 1
β -0.5 0 1
A(α) 1.024 0.885 0.499
B(α) 0.203 0 0.182

Comparison of fracture height between experiments and simulation

Fracture height Exp. Simulation Error
Voce Swift Kim-Tuan Voce Swift Kim-Tuan
Specimens No. he (mm) hv (mm) hs (mm) hkt (mm) Δhv (%) Δhs (%) Δhkt (%)
1 36.76 25.75 35.00 36.50 29.95 4.78 0.70
2 37.83 22.50 33.00 35.25 40.52 12.76 6.81
3 31.59 20.25 29.50 31.25 35.89 6.61 1.07
4 25.04 19.75 25.75 26.00 21.12 2.83 3.83
5 23.28 19.00 23.75 23.75 18.38 2.01 2.01
6 24.57 21.00 24.50 24.50 14.52 0.28 0.28
7 21.44 20.00 21.50 21.50 6.71 0.27 0.27
Average error (%) 23.87 4.23 2.15
Table 1 Chemical composition and mechanical properties of DP590 material
Table 2 Parameters of Swift, Voce and Kim-Tuan equations of DP590
Table 3 Calculated constants at plane strain, uniaxial tension, and equibiaxial tension stages
Table 4 Comparison of fracture height between experiments and simulation