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Wetting and brazing of Ni-coated WC–8Co cemented carbide using the Cu–19Ni–5Al alloy as the filler metal: Microstructural evolution and joint mechanical properties

Published online by Cambridge University Press:  08 May 2018

Xiangzhao Zhang
Affiliation:
School of Materials Science and Engineering, Jiangsu University, Zhenjiang 212013, China
Zhikun Huang
Affiliation:
School of Materials Science and Engineering, Jiangsu University, Zhenjiang 212013, China
Guiwu Liu*
Affiliation:
School of Materials Science and Engineering, Jiangsu University, Zhenjiang 212013, China
Tingting Wang
Affiliation:
School of Materials Science and Engineering, Jiangsu University, Zhenjiang 212013, China
Jian Yang
Affiliation:
School of Materials Science and Engineering, Jiangsu University, Zhenjiang 212013, China
Haicheng Shao
Affiliation:
School of Materials Science and Engineering, Jiangsu University, Zhenjiang 212013, China
Guanjun Qiao*
Affiliation:
School of Materials Science and Engineering, Jiangsu University, Zhenjiang 212013, China; and State Key Laboratory for Mechanical Behavior of Materials, Xi’an Jiaotong University, Xi’an 710049, China
*
a)Address all correspondence to these authors. e-mail: gwliu76@ujs.edu.cn

Abstract

The wetting of Cu–19Ni–5Al alloy on Ni-coated WC–8Co substrates with different coating thicknesses was investigated, and the brazing of Ni-coated WC–8Co to SAE1045 steel was performed by using the Cu–19Ni–5Al alloy as the filler metal. All the Cu–19Ni–5Al/Ni-coated WC–8Co systems present excellent wettability with a final contact angle of ∼10°. The thicknesses of the β + γ phase enriched with Co, Ni, and Al at the two joint interfaces increase and decrease with the Ni coating thickness, brazing temperature, and holding time increasing, respectively. The joint shear strength increases first and then decreases with the increase of Ni coating thickness, brazing temperature, or holding time. The maximum joint shear strength of ∼328 MPa is obtained while Ni plating for 90 min and brazing at 1210 °C × 5 min.

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Article
Copyright
Copyright © Materials Research Society 2018 
Figure 0

FIG. 1. Wetting curves and sessile drop photographs of Cu–19Ni–5Al on Ni-coated WC–8Co substrates with four kinds of Ni coating thicknesses at 1210 °C.

Figure 1

FIG. 2. (a) Cross-sectional BSE images of Cu–19Ni–5Al/Ni-coated WC–8Co couples; (b–e) interfacial microstructures of four couples with different Ni coating thicknesses on the substrate of ∼20, 52, 78, and 90 μm, respectively; (f) elemental EDS profiles across the Cu–19Ni–5Al/Ni-coated WC–8Co interface while plating Ni of 78-μm thick [marked in Fig. 2(d)].

Figure 2

FIG. 3. Coupling of the typical microstructure and schematic diagram of the triple line in the Cu–Ni–Al/Ni-coated WC–8Co wetting system while plating Ni of 52 μm.

Figure 3

FIG. 4. Typical BSE images of the Ni-coated WC–8Co/Cu–19Ni–5Al/SAE1045 joint brazing at 1210 °C for 5 min while plating Ni of 78-μm thick: (a) the whole brazing joint, (b) the interlayer/Ni-coated WC–8Co interface, (c) the interlayer/SAE1045 interface, (d) the highlighted microstructures marked in (c), and (e) the highlighted morphology of the degenerated layer and its corresponding elemental mapping.

Figure 4

FIG. 5. Elemental EDS profiles across the steel/Cu–19Ni–5Al/Ni-coated WC–8Co joint brazed at 1210 °C for 5 min while plating Ni of 78-μm thick [marked in Fig. 4(a)].

Figure 5

FIG. 6. Cross-sectional BSE images of four Ni-coated WC–8Co/Cu–19Ni–5Al/SAE1045 joints at 1210 °C for 5 min while plating Ni of: (a) 20 μm (b) 52 μm, (c) 78 μm, and (d) 90-μm thick.

Figure 6

FIG. 7. Cross-sectional BSE images of Ni-coated WC–8Co/Cu–19Ni–5Al/SAE1045 joints brazed at (a) 1200 °C × 5 min, (b) 1210 °C × 5 min, (c) 1220 °C × 5 min, (d) 1230 °C × 5 min, (e) 1210 °C × 2.5 min, (f) 1210 °C × 7.5 min, and (g) 1210 °C × 10 min while plating Ni of 78-μm thick.

Figure 7

FIG. 8. Microstructural evolution model for the Ni-coated WC–8Co/Cu–19Ni–5Al/SAE1045 brazed joint: (a) Elemental interdiffusion between the filler metal and Ni-coated WC–8Co or SAE1045 steel, (b) formation of the β + γ phase in the interlayer and degenerated layer in the cemented carbide, (c) thickening or thinning of the ribbon-like dark layer (β + γ phase) at the two interfaces and a decrease of the β + γ phase in the middle of the interlayer, and (d) disappearance of the β + γ phase in the middle of the interlayer and at the interlayer/steel interface.

Figure 8

FIG. 9. Variations of shear strength of Ni-coated WC–8Co/Cu–19Ni–5Al/SAE1045 steel brazed joints as functions of (a) the Ni coating thickness, (b) brazing temperature, and (c) holding time.

Figure 9

FIG. 10. (a and b) Typical fracture surface morphologies of the Ni-coated WC–8Co/Cu–19Ni–5Al/SAE1045 steel joint fabricated at 1210 °C × 5 min, (c) corresponding shear stress–strain curve, and (d) XRD pattern of the fracture surface.

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