J. Mater. Sci. Technol. ›› 2019, Vol. 35 ›› Issue (6): 1039-1043.DOI: 10.1016/j.jmst.2018.12.026
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D.J. Yuab, D.S. Xub*(), H. Wangb, Z.B. Zhaob, G.Z. Weia, R. Yangb
Received:
2018-07-18
Revised:
2018-08-10
Accepted:
2018-08-12
Online:
2019-06-20
Published:
2019-06-19
Contact:
Xu D.S.
About author:
1The authors contributed equally to this work.
D.J. Yu, D.S. Xu, H. Wang, Z.B. Zhao, G.Z. Wei, R. Yang. Refining constitutive relation by integration of finite element simulations and Gleeble experiments[J]. J. Mater. Sci. Technol., 2019, 35(6): 1039-1043.
Blackness coefficient of sample & anvils | Heat transfer coefficient between sample and air (W/m2K) | Interfacial heat transfer coefficient between sample and insulating coat (W/m2K) | Interfacial heat transfer coefficient between sample and anvils (kW/m2K) |
---|---|---|---|
0.75 | 0.002 | 0.02 | 6 |
Table 1 Heat exchange related parameters employed in the FEM simulation.
Blackness coefficient of sample & anvils | Heat transfer coefficient between sample and air (W/m2K) | Interfacial heat transfer coefficient between sample and insulating coat (W/m2K) | Interfacial heat transfer coefficient between sample and anvils (kW/m2K) |
---|---|---|---|
0.75 | 0.002 | 0.02 | 6 |
Fig. 2. Simulated temperature distribution (a) and experimental microstructure at the corresponding positions in (a) after Gleeble annealing at 1000°C for 10 min (b, c, d). Only one quarter of the cross section is shown in (a) to save space.
Fig. 4. Comparison of the distribution of (a) microstructure, (b) temperature (in °C), (c) shear and (d) normal strain in the compressed Gleeble sample. The compression is done at 1000°C under strain rate of 1s-1, and to nominal strain of 0.5. Only one quarter of the cross section is shown to save some space.
Fig. 5. The stress strain curves of Ti60 under compression at 1000°C and strain rate of 1 s-1. Curve A is the direct Gleeble result, and B from FEM simulation with curve A as input. The Curve C is the corrected and D is the second FEM result with curve C as input.
Strain | A | m | Q | n | o | p | B | C | D | E |
---|---|---|---|---|---|---|---|---|---|---|
0-0.01 | 0 | 0.04 | -12437 | 0 | 0 | 0 | 0 | 0 | 0 | 26.765.6 |
0.01-0.04 | -0.0744384 | 0.04 | -12,437 | -1.267 | -0.534 | -3.434 | 62.81 | -28.2 | -0 | -0.0736 |
0.04-1.00 | 1.41026 | 0.04 | -12437 | 7.0457 | 2.681 | 2.6241 | 1.924 | -66 | 64.8 | 0 |
1.00-1.40 | -7.36E-02 | 0.04 | -12437 | -59.93 | -2.099 | -59.55 | -0.092 | -0 | -1 | 0 |
Table 2 Parameters obtained in the constitutive relation after one-time correction. Q is the corrected deformation activation energy, m the modified strain rate sensitivity index, and n, o, p are modified hardening indexes, A is the modified structure factor. B, C, D and E are fitting parameters in Eq. (1).
Strain | A | m | Q | n | o | p | B | C | D | E |
---|---|---|---|---|---|---|---|---|---|---|
0-0.01 | 0 | 0.04 | -12437 | 0 | 0 | 0 | 0 | 0 | 0 | 26.765.6 |
0.01-0.04 | -0.0744384 | 0.04 | -12,437 | -1.267 | -0.534 | -3.434 | 62.81 | -28.2 | -0 | -0.0736 |
0.04-1.00 | 1.41026 | 0.04 | -12437 | 7.0457 | 2.681 | 2.6241 | 1.924 | -66 | 64.8 | 0 |
1.00-1.40 | -7.36E-02 | 0.04 | -12437 | -59.93 | -2.099 | -59.55 | -0.092 | -0 | -1 | 0 |
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