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Article

Metallurgical Model of Diffusible Hydrogen and Non-Metallic Slag Inclusions in Underwater Wet Welding of High-Strength Steel

by
Sergey G. Parshin
1,*,
Alexey M. Levchenko
2 and
Alexey S. Maystro
1
1
Department of Welding and Laser Technologies, Peter the Great St. Petersburg Polytechnic University, 187015 St. Petersburg, Russia
2
Department of Underwater Welding and Technologies, Educational Scientific and Technical Center “Svarka”, 187015 St. Petersburg, Russia
*
Author to whom correspondence should be addressed.
Metals 2020, 10(11), 1498; https://doi.org/10.3390/met10111498
Submission received: 20 October 2020 / Revised: 1 November 2020 / Accepted: 6 November 2020 / Published: 10 November 2020

Abstract

:
High susceptibility to cold cracking induced by diffusible hydrogen and hydrogen embrittlement are major obstacles to greater utilization of underwater wet welding for high-strength steels. The aim of the research was to develop gas–slag systems for flux-cored wires that have high metallurgical activity in removal of hydrogen and hydroxyl groups. Thermodynamic modeling and experimental research confirmed that a decrease in the concentration of diffusible hydrogen can be achieved by reducing the partial pressure of hydrogen and water vapor in the vapor–gas bubble and by increasing the hydroxyl capacity of the slag system in metallurgical reactions leading to hydrogen fluoride formation and ionic dissolution of hydroxyl groups in the basic fluorine-containing slag of a TiO2–CaF2–Na3AlF6 system.

1. Introduction

Underwater wet welding is a welding technique commonly used for the construction and repair of ocean-going vessels, oil and gas platforms, and offshore wind turbines. The load-bearing structures of such vessels and installations are often made of high-strength steels [1,2], which pose considerable challenges to welders and the welding processes to obtain the welds exhibiting high levels of strength, ductility, and impact toughness [3,4]. A further issue is that underwater wet welding is susceptible to weld defects like hydrogen-assisted cold cracking, porosity, slag inclusions, and delayed hydrogen embrittlement [5,6,7,8,9,10]. Consequently, underwater wet welding has found only limited use for critical applications, which requires further study of the mechanism of the appearance of defects.
The appearance of defects during underwater welding is associated with the formation of diffusible hydrogen, active oxygen, and slag in the welding zone [11]. In underwater wet welding, the welding occurs in a vapor–gas bubble [12,13,14] in which the hydrogen content reaches 85–96% [15]. When welding with coated electrodes and flux-cored rutile wire, the vapor–gas bubble comprises 93–98% H2, 1.5–6% CO, and 0.5–2% CO2 [16]. Hydrogen from the vapor–gas bubble can be absorbed into the liquid weld, which is the major cause of porosity in underwater wet welding. The gas composition of pores in the weld consists of 62–82 wt.% H2, 11–24 wt.% CO, and 4–6 wt.% CO2, depending on the composition of the electrode coating and the welding parameters used [17].
Before dissolution of hydrogen atoms in the liquid weld pool, dissociation of H2O and H2 occurs [18]. At the arc temperature, water (H2O) dissociates according to the following reaction:
H2O = H2 + 0.5O2 − 260 kJ (at 6000 K)
lg К q = lg P H 2 P O 2 0.5 P H 2 O
where Kq is the reaction equilibrium constant, and PH2, PO2, and PH2O are the partial pressure (Pa) of H2, O2, and H2O, respectively.
With further heating of the gas mixture, endothermic reactions of dissociation of the H2 molecules and ionization of the H atoms occur.
H2 = H + H − 463.1 kJ
H2 = H + H+ + e − 1746.7 kJ
Dissolution of molecular hydrogen in the weld pool increases with growth in the partial pressure of the components of the gas mixture according to Sieverts’ law.
[ H ] = K s P H 2
where [H] is the hydrogen content in the weld in wt.%, PH2 is the partial pressure of molecular hydrogen in the gas phase, and Ks is the solubility constant.
With increases in the immersion depth, the pressure in the vapor–gas bubble increases by about 0.1 MPa for every 10 m of immersion depth, and at a depth of 50 m the total pressure reaches 0.6 MPa. The increase in pressure promotes the dissolution of hydrogen in the weld pool and thus porosity increases [19,20,21,22,23].
One mechanism for diffusible hydrogen reduction is a decrease in the hydrogen partial pressure in the vapor–gas bubble atmosphere, for example, by dissociation of carbonates and fluorides, namely Na2CO3, NaF, CaCO3, CaF2, MgCO3, and MgF2, in the flux-cored wire. To reduce porosity, carbonates CaCO3 and MgCO3 can be added into the electrode coatings. The carbonates dissociate in the vapor–gas bubble with the formation of CO2 and CO, which reduces the hydrogen partial pressure above the weld pool [24].
A second mechanism for hydrogen reduction is via the chemical reaction of hydrogen and fluorine with formation of HF compounds in reactions with fluorides NaF, CaF2, MgF2, AlF3, etc. [25,26]. A linear decrease in the content of diffusible hydrogen [H] in the weld metal occurs with increases in the content of CaF2 from 0 to 86 wt.%. Increasing CaF2 is a more effective approach for reducing hydrogen than adding CaCO3 to the electrode coating. For example, [H] content in the weld is 54 cm3/100 g when adding 20 wt.% CaCO3 to the electrode coating, and when adding 20 wt.% CaF2, the [H] content decreases to 39 cm3/100 g [26].
A third mechanism for hydrogen reduction is an increase of the oxidation potential of the weld pool and solubility of water vapor and OH hydroxyl groups in the liquid slag, in particular, by the addition of hematite Fe2O3 with a density of 5.3 g/cm3 [9]. Hematite Fe2O3 decomposes under high-temperature conditions with the formation of wüstite FeO in the molten slag, which increases the basicity index of the slag; in addition, FeO oxidizes the weld pool, which inhibits dissolution of diffusible hydrogen in the weld pool. However, an increase in the oxidizing potential of the slag and the atmosphere of the vapor–gas bubble leads to slag nonmetallic inclusions and oxidation of alloying elements [27,28,29,30], which reduces the mechanical properties of the welds [9,31].
The slag basicity index BI is calculated as follows [32]:
BI = CaO + MgO + BaO + CaF 2 + Na 2 O + K 2 O + 0.5 ( FeO + MnO ) SiO 2 + 0.5 ( Al 2 O 3 + TiO 2 + ZrO 2 )
The hydroxyl capacity of a COH slag system is determined according to the following equation:
C O H = % H 2 O P H 2 O / P 0
where H2O is the content of water vapor in the slag in wt.%, PH2O is the partial pressure of water vapor in the gas phase above the molten slag in the equilibrium state, and P0 is the atmospheric pressure [33]. A ratio for the hydroxyl capacity of COH slag has been proposed in [34,35] as follows:
log   C OH = 12.04 32.63 Λ + 32.71 Λ 2 6.62 Λ 3
An increase in the basicity index of the slag and hydroxyl capacity can be achieved by adding CaF2 and cryolite Na3AlF6, which decrease the melting point, viscosity, hydrogen permeability, and density of the slag system [36,37,38,39,40,41]. The increase in slag basicity and the presence of ion F elevate the solubility of water vapor and promote the ionic binding of the hydrogen atom in OH hydroxyl groups, which leads to a decrease in the content of diffusible hydrogen [42]. The subsequent binding of hydroxyl groups OH is possible in the polymerization of AlF63− and AlF4 anions and the formation of clusters with the bonds –F–H–F– and –Al–O–Al– [43,44,45].
Simultaneous implementation of all three mechanisms for the decrease of diffusible hydrogen in underwater wet welding is possible by creating a low-density slag system based on TiO2–CaF2–Na3AlF6. It is known that water vapor dissolves in acidic and basic slags following the following ionic reactions [46,47,48]:
–Si–O–Si– + H2O = 2(–Si–OH–) (acidic slag)
O0 + H2O = 2(OH) (acidic slag)
2(–Si–O–Si–) + Fe2+ + H2O = –Si–O–Si + 2(OH) + Fe2+ (basic slag)
2(–Si–O–Si–) + Fe2+ + H2O = 2(–Si–OH–) + O2 + Fe2+ (basic slag)
H2O + 2O = (O2) + 2(OH) (highly basic slag)
H2O + 2O = (O0) + 2(OH) (highly basic slag)
H2O + O2 = 2(OH) (highly basic slag)
The transition of atomic hydrogen into the weld pool and the formation of diffusible hydrogen [H] occurs according to the following ionic equations (proposed by S.G. Parshin):
(H+) + e + (O2−) + (Fe2+) = [Fe] + [O] + [H]
(OH) + e + (Fe2+) = [FeO] + [H]
In the molten fluoride slags, an ionic reaction binds hydrogen with the formation of anions (OH) and gaseous compound HF↑. Thus, the formation of anions (OH), the binding of hydrogen in HF, and formation of network clusters of AlF63− and AlF4 anions can energetically hinder the transition of atomic hydrogen into the weld pool and the formation of diffusible hydrogen [H].
The aim of the research was to develop a gas–slag system for a flux-cored wire for underwater wet welding that has high metallurgical activity and reduces diffusible hydrogen and non-metallic slag inclusions by removing hydrogen and hydroxyl in the vapor–gas bubble atmosphere and increasing the solubility of water vapor in the slag phase.

2. Materials and Methods

Samples of API X70 pipeline steel (CHTPZ, Chelyabinsk, Russia) with bainitic microstructure having dimensions of 300 mm × 200 mm × 21.3 mm was welded underwater in butt and lap joint configurations, as shown in Figure 1.
Mechanized underwater wet welding was performed by divers at a depth of 12 m using a Neptun-4 submersible (Paton Institute of Electric Welding, Kiev, Ukraine). Flux-cored wires were used of type PPS-AN1 (Paton Institute of Electric Welding, Kiev, Ukraine) (TiO2–Fe2O3–MnO–iron powder composition) and PPS-APL2 (Educational Scientific and Technical Center “Svarka”, St. Petersburg, Russia) (TiO2–CaF2–Na3AlF6–MnO–iron powder composition). The wires had a diameter of 1.6 mm and the rutile electrodes E7014 and UW/CS-1 (Broco, ON, USA) (TiO2–CaCO3–SiO2–Al2O3–MnO–iron powder composition) were 3.2 mm in diameter. Welding parameters are shown in Table 1.
Mechanical tests were conducted in compliance with GOST 6996–66 using a Super L60 machine (Tinius Olsen, Horsham, PA, USA), a PH450 pendulum impact test system (Walter + Bai AG, Löhningen, Switzerland), and an EMCOTEST DuraScan-20 hardness tester (EMCO-TEST PrufmaSchinen GmbH, Kuchl, Austria). The chemical composition was determined with a Bruker Q4 TASMAN optical emission spectrometer (Bruker, Karlsruhe, Germany). A Zeiss Axiovert 200 MAT microscope (Carl Zeiss AG, Oberkochen, Germany) was used to analyze the microstructure, and an ERESCO 42M X-ray unit (GE Sensing and Inspection Technologies GmbH, Ahrensburg, Germany) was used for X-ray testing in compliance with GOST 7512–82. Research of the vapor–gas bubble formation was performed by the shadow method with a laser system and Phantom VEO 710L high-speed camera (Vision Research, Wayne, NJ, USA) with a frequency of 8000 Hz. Diffusible hydrogen content was determined by the vacuum method according to GOST 34061–2017 (ISO 3690: 2012) using an accelerated method [49] with automatic bead welding in water at the depth of 0.8 m. Thermodynamic calculations were performed using FactSage (CRCT, Montreal, Canada) and Terra (Bauman Moscow State Technical University, Moscow, Russia) and were based on thermodynamic data of individual substances [50].

3. Results and Discussion

Underwater wet welding with a self-shielded flux-cored wire occurs in a vapor–gas bubble formed during dissociation of water. The welding arc consists of a central zone (arc column), a boundary zone around the arc column, and a molecular layer, in which water vapor dissociates. A proposed model of underwater wet welding using flux-cored wire is shown in Figure 2.
The formation of a vapor–gas bubble includes several phases: nucleation, volume expansion with the pulsations (or growth), and collapse, as shown in Figure 3.
A detailed model of metallurgical processes in underwater wet welding is shown in Figure 4.
In the molten slag occur the electrochemical interactions between OH hydroxyl and AlF63− and AlF4 anions with the formation of bonds –F–H–F– and –Al–O–Al–, as shown in Figure 5.
As a result of water dissociation and ionization of molecules, the atmosphere of the vapor–gas bubble consists of a gas mixture of a complex phase composition with high metallurgical activity in reactions with the metal of the molten weld pool, as shown in Figure 6.
Dissociation of water during underwater welding leads to an increase in the hydrogen partial pressure and oxidation of iron and alloying elements Mn, Si, Cr, Ni, etc. The increase in oxidation is dependent on the pressure in the gas system. Particularly active in reactions with liquid metals are the OH hydroxyl group, which is formed in the arc during dissociation of H2O, and water vapor, which is formed by alloying elements by reactions, as shown in Figure 7.
Me + OH = MeO + 0.5H2 (for Mn, Fe, Co)
2Me + 3OH = Me2O3 + 1.5H2 (for Fe, Cr, Al)
3Fe + 4OH = Fe3O4 + 2H2
Me + 2OH = MeO2 + H2 (for Ti, Si)
Me + H2O = MeO + H2 (for Mn, Fe)
2Me + 3H2O = Me2O3 + 3H2 (for Fe, Cr, Al)
3Fe + 4H2O = Fe3O4 + 4H2
Me + 2H2O = MeO2 + 2H2 (for Ti, Si).
The following elements are particularly active in oxidation reactions with hydroxyl: Al (ΔG500K = −1611.9 kJ), Cr (ΔG500K = −1086.5 kJ), Ti (ΔG500K = −911.4 kJ), Fe in Fe3O4 (ΔG500K = −1070 kJ), and Fe2O3 (ΔG500K = −782 kJ). Resistance to oxidation by water vapor is shown by Ni (ΔG500K = +26 kJ), Cu for Cu2O (ΔG500K = +86 kJ), and Co (ΔG500K = +20.3 kJ).
Thermodynamic modeling of phase equilibria shows that adding 20% CaF2 and 20% Na3AlF6 into the gas system at 0.1 MPa and at 0.6 MPa leads to a decrease in the partial pressure of H, H2, and the OH hydroxyl group due to the formation of HF, as shown in Figure 8.
For example, at 3000 K at a pressure of 0.1 MPa with 20% CaF2 added, the partial pressure of H2, OH, and O decreases by 9.1, 8.7, and 3.2%, respectively, and with 20% Na3AlF6 added, the partial pressure of H2, OH, and O decreases by 15.8, 9.8, and 3.16%, respectively. At the pressure of 0.6 MPa at 3000 K, adding 20% CaF2 reduces the partial pressure of H2, OH, and O by 7.8, 8.57, and 4.4%, respectively, and adding 20% Na3AlF6 reduces the partial pressure of H2, OH, and O2 by 15.68, 8.57, and 0.15%, respectively. Adding CaF2 and Na3AlF6 leads to the formation of HF with a partial pressure of up to 0.01 and 0.058 MPa, respectively, at a system pressure of 0.1 MPa and 0.6 MPa.
During heating, the complex fluoride Na3AlF6 in the arc dissociates with the formation of NaF and AlF3. Evaporation and dissociation of CaF2 and Na3AlF6 leads to the formation of NaF, AlF3, AlF2, AlF, and CaF molecules, which reduce the partial pressure of H2 in the vapor–gas bubble and react with H2O and H2 according to reactions shown in Figure 9:
1.5H2O + AlF3 =0.5Al2O3 + 3HF
H2O + CaF2 = CaO + 2HF
0.5H2 + NaF = Na + HF
1.5H2 + AlF3 =Al + 3HF
H + F = HF
0.5H2 + F = HF
At high temperatures in the arc, metallurgical reactions occur in the gas phase between the fluorides NaF, AlF3, AlF2, and AlF and the oxide TiO2 with the formation of fluorides TiF3, TiF4, and TiF2, which are highly reactive to H2O and H2, for example, in reactions (32)–(34), as shown in Figure 9.
4TiO2 + 2Na3AlF6 = 4TiF3 + 3Na2O + Al2O3 + O2
1.5H2O + TiF3 = 0.5Ti2O3 + 3HF
1.5H2 + TiF3 = Ti + 3HF
In a TiO2–Fe2O3 slag system with 10% H2, an increase in the content of the basic oxide Fe2O3 to 30% and a decrease in the acidic oxide TiO2 to 70% results in an increase in the mass fraction of H2O, especially at the melting temperature of 1700–1750 K. When adding a mixture of fluorides (CaF2 + Na3AlF6) of up to 30% into the TiO2–CaF2–Na3AlF6 slag system, a sharp decrease occurs in the mass fraction of H2O in the slag, especially at the melting temperature of 1350–1550 K. A decrease in the H2O fraction with an increase in the fluorides content can be explained by the formation of HF and TiF3, which confirms the possibility of reactions (32)–(34) in the slag phase, as shown in Figure 10.
Testing of flux-cored wires with gas–slag systems TiO2–Fe2O3 and TiO2–CaF2–Na3AlF6 showed that the presence of Fe2O3 can lead to the formation of slag inclusions and penetration defects. Utilization of a TiO2–CaF2–Na3AlF6 gas–slag system provided a higher density of deposited metal and a decrease in porosity and slag inclusions, as shown in Figure 11.
The chemical composition and mechanical properties of the welds are shown in Table 2 and Table 3.
Due to oxidation, the content of alloying elements, especially manganese and carbon, significantly decreased in the direction from the root to the cap weld. The lowest transition coefficient for alloying elements was observed when welding with flux-cored wire PPS-AN1, as shown in Figure 12.
Mechanical tests showed that welds made with the flux-cored wire PPS-APL2 have similar characteristics as regards impact toughness, ductility, and hardness as welds made with the coated electrode UW/CS-1; however, the ultimate strength of the welds is 13–15% lower, as shown in Table 3 and in Figure 13.
Welds made with the flux-cored wire PPS-AN1 had poorer mechanical characteristics because of the presence of elongated slag inclusions, as shown in Figure 14.
Welds made with the coated electrode UW/CS-1 and flux-cored wire PPS-APL2 had the highest density and a small number of small non-metallic inclusions, as shown in Figure 15 and Figure 16.
To determine the content of diffusible hydrogen, measurements were performed by vacuum method at a pressure of 1.5 Pa for 72 h for bead welding of 100 mm × 25 mm × 8 mm samples with flux-cored wires PPS-AN1 for the TiO2–Fe2O3 system and PPS-APL2 for the TiO2–CaF2–Na3AlF6 system. Under identical welding conditions, the average content of [H] with the PPS-AN1 wire was 34.8 mL/100 g, and with the PPS-APL2 wire, 27.1 mL/100 g, i.e., a decrease of 21.1%, as shown in Figure 17.

4. Conclusions

(1)
This work proposed a model of metallurgical and electrochemical processes in underwater wet welding in a vapor–gas bubble, molten slag, and liquid weld pool based on a thermodynamic modeling for the optimization of the gas–slag system and the improvement of the quality of welds. Thermodynamic modeling and experiments showed that a complex mechanism based on reducing the partial pressure of H2O, H2, H, and OH in the atmosphere of the arc and in the vapor–gas bubble and increasing the hydroxyl capacity of the basic slag system can be used to reduce the diffusible hydrogen content and slag inclusions in underwater wet welding of high-strength steel. This solution is achieved by increasing the metallurgical activity of the gas–slag system in removal of water vapor, hydrogen, and hydroxyl in reactions with the formation of HF and ionic dissolution of water vapor in the form of hydroxyl groups OH in the basic fluorine-containing slag of the TiO2–CaF2–Na3AlF6 system of the flux-cored wire.
(2)
The oxidizing potential of the atmosphere of the arc and the vapor–gas bubble decreases with an increase in fluorides, which improves the transition coefficient of the alloying elements and the density of the deposited metal and reduces the volume of slag inclusions. As a result of using a flux-cored wire with a TiO2–CaF2–Na3AlF6 system, the average strength and impact toughness of the weld increased by 8 and 22%, respectively, and the diffusible hydrogen content decreased by 21% compared to a flux-cored wire with a TiO2–Fe2O3 system.

Author Contributions

Conceptualization, modelling and analysis, S.G.P.; methodology, administration, A.M.L.; investigation, A.S.M. All authors have read and agreed to the published version of the manuscript.

Funding

This research was supported by the project “Energy-efficient systems based on renewable energy for Arctic conditions” (EFREA), KS1054, South-East Finland–Russia CBC Programme 2014–2020.

Acknowledgments

The authors acknowledge Peter Jones from LAB University of Applied Sciences of Lappeenranta for the technical support for preparation of the manuscript.

Conflicts of Interest

The authors declare no conflict of interest.

References

  1. Çolak, Z.; Ayan, Y.; Kahraman, N. Weld morphology and mechanical performance of marine structural steel welded underwater in a real marine environment. Int. J. Adv. Manuf. Technol. 2020, 109, 491–501. [Google Scholar] [CrossRef]
  2. Surojo, E.; Putri, E.D.W.S.; Budiana, E.P.; Triyono. Recent developments on underwater welding of metallic material. Procedia Struct. Integr. 2020, 27, 14–21. [Google Scholar] [CrossRef]
  3. ANSI/AWS D3.6M:2017. Underwater Welding Code, 6th ed.; American Welding Society: Miami, FL, USA, 2017. [Google Scholar]
  4. Tomków, J.; Fydrych, D.; Rogalski, G. Role of bead sequence in underwater welding. Materials 2019, 12, 3372. [Google Scholar] [CrossRef] [PubMed] [Green Version]
  5. Arias, R.; Bracarense, A.Q. Fatigue crack growth assessment in underwater wet welds. Weld. J. 2017, 8, 287–294. [Google Scholar]
  6. Gao, W.B.; Wang, D.P.; Cheng, F.J.; Deng, C.Y.; Xu, W. Underwater wet welding for HSLA steels: Chemical composition, defects, microstructures, and mechanical properties. Acta Metall. Sin. 2015, 28, 1097–1108. [Google Scholar] [CrossRef]
  7. Chen, H.; Guo, N.; Zhang, X.; Zhou, L.; Wang, G. Effect of water flow on the microstructure, mechanical performance, and cracking susceptibility of underwater wet welded Q235 and E40 steel. J. Mater. Process. Technol. 2020, 277, 103–115. [Google Scholar] [CrossRef]
  8. Parshin, S.G. The Metallurgy of Underwater and Hyperbaric Welding, 1st ed.; Polytechnic University Publishing House: Saint Petersburg, Russia, 2016. (In Russian) [Google Scholar]
  9. Santos, V.R.; Monteiro, M.J.; Rizzo, F.C.; Bracarense, A.Q.; Pessoa, E.C.P.; Marinho, R.R.; Vieira, L.A. Development of an oxyrutile electrode for wet welding. Weld. J. 2012, 91, 319–328. [Google Scholar]
  10. Shi, Y.; Hu, Y.; Yi, Y.; Lin, S.; Li, Z. Porosity and microstructure of underwater wet FCAW of duplex stainless steel. Metallogr. Microstruct. Anal. 2017, 6, 383–389. [Google Scholar] [CrossRef]
  11. Chen, H.; Guo, N.; Xu, K.; Xu, C.; Zhou, L.; Wang, G. In-situ observations of melt degassing and hydrogen removal enhanced by ultrasonics in underwater wet welding. Mater. Des. 2020, 188, 1–14. [Google Scholar] [CrossRef]
  12. Yang, Q.; Han, Y.; Jia, C.; Wu, J.; Dong, S.; Wu, C. Impeding effect of bubbles on metal transfer in underwater wet FCAW. J. Manuf. Process. 2019, 45, 682–689. [Google Scholar] [CrossRef]
  13. Wang, J.; Sun, Q.; Zhang, T.; Xu, P.; Feng, J. Experimental study of arc bubble growth and detachment from underwater wet FCAW. Weld. World 2019, 63, 1747–1759. [Google Scholar] [CrossRef]
  14. Feng, J.; Wang, J.; Sun, Q.; Zhao, H.; Wu, L.; Xu, P. Investigation on dynamic behaviors of bubble evolution in underwater wet flux-cored arc welding. J. Manuf. Process. 2017, 28, 156–167. [Google Scholar] [CrossRef]
  15. Ando, S.; Asahina, T. A study on the metallurgical properties of steel welds with underwater gravity welding. In Proceedings of the Underwater Welding International Conference, Trondheim, Norway, 27–28 June 1983. [Google Scholar]
  16. Gretsky, Y.Y.; Maksimov, S.Y.; Kravchenko, N.V. Influence of marble in rutile electrode coating on hydrogen content in weld metal during underwater welding. Autom. Weld. 1993, 7, 51–52. (In Russian) [Google Scholar]
  17. Silva, W.C.D.; Bracarense, A.Q.; Pessoa, E.C.P. Effect of water depth on diffusible hydrogen on wet welds. Soldagem Inspeção 2012, 4, 298–305. [Google Scholar] [CrossRef] [Green Version]
  18. Kirchheim, R.; Pundt, A. Hydrogen in metals. In Physical Metallurgy, 5th ed.; Laughlin, D., Hono, K., Eds.; Elsevier: Amsterdam, The Netherlands, 2014; pp. 2597–2705. [Google Scholar]
  19. Chen, H.; Guo, N.; Shi, X.; Du, Y.; Feng, J.; Wang, G. Effect of hydrostatic pressure on protective bubble characteristic and weld quality in underwater flux-cored wire wet welding. J. Mater. Process. Technol. 2018, 259, 159–168. [Google Scholar] [CrossRef]
  20. Kakhovs’kyi, M.Y. Influence of aqueous media on the gas saturation of weld metal in the course of underwater welding of 12KH18N10T steel. Mater. Sci. 2016, 51, 843–846. [Google Scholar] [CrossRef]
  21. Klett, J.; Hecht-Linowitzki, V.; Grünzel, O.; Schmidt, E.; Maier, H.J.; Hassel, T. Effect of the water depth on the hydrogen content in SMAW wet welded joints. Springer Nat. Appl. Sci. 2020, 1269, 1–14. [Google Scholar]
  22. Świerczyńska, A.; Fydrych, D.; Rogalski, G. Diffusible hydrogen management in underwater wet self-shielded flux cored arc welding. Int. J. Hydrogen Energy 2017, 42, 24532–24540. [Google Scholar] [CrossRef]
  23. Fydrych, D.; Świerczyńska, A.; Rogalski, G. Effect of underwater wet welding conditions on the diffusible hydrogen content in deposited metal. Methods 2015, 11/12, 47–52. [Google Scholar]
  24. Rowe, M.; Liu, S. Recent developments in underwater wet welding. Sci. Technol. Weld. Join. 2001, 6, 387–396. [Google Scholar] [CrossRef]
  25. Guo, N.; Xu, C.; Du, Y.; Chen, H.; Fu, Y.; Feng, J. Influence of calcium fluoride on underwater wet welding process stability. Weld. World 2019, 63, 107–116. [Google Scholar] [CrossRef]
  26. Gretsky, Y.Y.; Maksimov, S.Y.; Kravchenko, N.V. Influence of fluorite in rutile coating on hydrogen content in weld metal during underwater welding. Autom. Weld. 1993, 8, 54. (In Russian) [Google Scholar]
  27. Park, J.H.; Zhang, L. Kinetic modeling of nonmetallic inclusions behavior in molten steel: A review. Metall. Mater. Trans. B 2020, 10, 1–30. [Google Scholar] [CrossRef]
  28. Zhang, L.; Ren, Q.; Duan, H.; Ren, Y.; Chen, W.; Cheng, G.; Yang, W.; Sridhar, S. Modelling of non-metallic inclusions in steel. Miner. Process. Extr. Metall. 2020, 129, 1–23. [Google Scholar] [CrossRef]
  29. Du Plessis, J.; Du Toit, M. Reducing diffusible hydrogen contents of shielded metal arc welds through addition of flux-oxidizing ingredients. J. Mater. Eng. Perform. 2008, 17, 50–56. [Google Scholar] [CrossRef]
  30. Guo, N.; Guo, W.; Xu, C.; Du, Y.; Feng, J. Effect of boric acid concentration on viscosity of slag and property of weld metal obtained from underwater wet welding. J. Mater. Eng. Perform. 2015, 24, 2563–2568. [Google Scholar] [CrossRef]
  31. Winarto, W.; Purnama, D.; Churniawan, I. The effect of different rutile electrodes on mechanical properties of underwater wet welded AH-36 steel plates. In Proceedings of the 3rd International Conference on Materials and Metallurgical Engineering and Technology ICOMMET 2017, Surabaya, Indonesia, 30–31 October 2017. [Google Scholar]
  32. Jindal, S.; Mehta, N.P.; Chhibber, R. Effect of flux constituents and basicity index on mechanical properties and microstructural evolution of submerged arc welded high strength low alloy steel. Mater. Sci. Forum 2013, 739, 242–246. [Google Scholar] [CrossRef]
  33. Medeiros, R.; Liu, S. A predictive electrochemical model for weld metal hydrogen pickup in underwater wet welds. J. Offshore Mech. Arct. Eng. 1998, 120, 243–248. [Google Scholar] [CrossRef]
  34. Du Plessis, J.; Du Toit, M.; Pistorius, P.C. Control of diffusible weld metal hydrogen through flux chemistry modification. Weld. J. 2007, 86, 273–280. [Google Scholar]
  35. Sosinsky, D.J.; Sommerville, I.D.; McLean, A. Sulphide. Phosphate. Carbonate and water capacities of metallurgical slags. Proc. Process Technol. 1986, 6, 697–703. [Google Scholar]
  36. Sommerville, I.D.; Sosinsky, D.J. Solubility, Capacity and stability of species in metallurgical slags and glasses. In Pyrometallurgy for Complex Materials and Wastes; Nilmani, M., Lehner, T., Rankin, W.J., Eds.; The Minerals, Metals and Materials Society: Melbourne, Australia, 1994; pp. 73–91. [Google Scholar]
  37. Allibert, M.; Gaye, H.; Geiseler, J.; Janke, D.; Keene, B.J.; Kirner, D.; Kowalski, M.; Lehmann, J.; Mills, K.C.; Neuschuetz, D.; et al. Slag Atlas, 2nd ed.; Verlag Stahleisen GmbH: Düsseldorf, Germany, 1995. [Google Scholar]
  38. Khan, W.N.; Chhibber, R. Physicochemical and thermo physical characterization of CaO–CaF2–SiO2 and CaO–TiO2–SiO2 based electrode coating for offshore welds. Ceram. Int. 2020, 46, 8601–8614. [Google Scholar] [CrossRef]
  39. Mahajan, S.; Chhibber, R. Design and development of CaO–SiO2–CaF2 and CaO–SiO2–Al2O3 based electrode coatings to weld low alloy ferritic steels for power plant applications. Ceram. Int. 2019, 45, 24154–24167. [Google Scholar] [CrossRef]
  40. Takeda, O.; Hoshino, Y.; Anbo, Y.; Yanagase, K.; Aono, M.; Sato, Y. Viscosity of molten alkaline-earth fluorides. Int. J. Thermophys. 2015, 36, 648–657. [Google Scholar] [CrossRef]
  41. Dong, Y.; Jiang, Z.; Liang, L.; Li, Z. Hydrogen permeability of slags containing calcium fluoride. J. Cent. South Univ. Technol. 2011, 18, 1063–1067. [Google Scholar] [CrossRef]
  42. Chung, S.H.; Sohn, I. Fundamentals of hydrogen solubility in calcium-alumino-silicate molten fluxes containing NaF. Metall. Mater. Trans. B 2019, 50B, 991–999. [Google Scholar] [CrossRef]
  43. Goyenola, C.; Stafström, S.; Schmidt, S.; Hultman, L.; Gueorguiev, G.K. Carbon fluoride, CFx: Structural diversity as predicted by first principles. J. Phys. Chem. C 2014, 118, 6514–6521. [Google Scholar] [CrossRef] [Green Version]
  44. Sajid, M.; Bai, C.; Aamir, M.; You, Z.; Yan, Z.; Lv, X. Understanding the structure and structural effects on the properties of blast furnace slag (BFS). ISIJ Int. 2019, 59, 1153–1166. [Google Scholar] [CrossRef] [Green Version]
  45. Budau, J.H.; Paulus, B.; Steenbergen, K.G. Theoretical investigation of the crystal structure of AlOF. Chem. Phys. 2017, 491, 112–117. [Google Scholar] [CrossRef]
  46. Jung, I.-H. Thermodynamic modeling of gas solubility in molten slags (II) water. ISIJ Int. 2006, 46, 1587–1593. [Google Scholar] [CrossRef]
  47. Turkdogan, E.T. Fundamentals of Steelmaking, 1st ed.; The Institute of Materials: London, UK, 1996. [Google Scholar]
  48. Park, J.-Y.; Chang, W.-S.; Sohn, I. Effect of MnO to hydrogen dissolution in CaF2–CaO–SiO2 based welding type fluxes. Sci. Technol. Weld. Join. 2012, 17, 134–140. [Google Scholar] [CrossRef]
  49. Karkhin, V.A.; Levchenko, A.M. Computer-aided determination of diffusible hydrogen in deposited weld metal. Weld. World 2008, 52, 3–11. [Google Scholar] [CrossRef]
  50. Chase, M.W. NIST-JANAF Thermochemical Tables, 4th ed.; NIST: New York, NY, USA, 1998. [Google Scholar]
Figure 1. Assembly and root pass welding of (a) butt and (b) lap joints.
Figure 1. Assembly and root pass welding of (a) butt and (b) lap joints.
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Figure 2. Arc model in underwater wet welding (a): 1—arc column; 2—arc boundary; 3—molecular layer of dissociation around the arc boundary; 4—vapor–gas bubble; 5—weld pool; 6—liquid slag; 7—flux-cored wire; 8—drop; (b) vapor–gas bubble shadow photo in flux-cored underwater wet arc welding: CT—contact tube; FCW—flux-cored wire; VGB—vapor–gas bubble; SP—steel plate (proposed by S.G. Parshin).
Figure 2. Arc model in underwater wet welding (a): 1—arc column; 2—arc boundary; 3—molecular layer of dissociation around the arc boundary; 4—vapor–gas bubble; 5—weld pool; 6—liquid slag; 7—flux-cored wire; 8—drop; (b) vapor–gas bubble shadow photo in flux-cored underwater wet arc welding: CT—contact tube; FCW—flux-cored wire; VGB—vapor–gas bubble; SP—steel plate (proposed by S.G. Parshin).
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Figure 3. Formation of a vapor–gas bubble: (a) nucleation phase; (b) volume expansion phase; (c) collapse phase.
Figure 3. Formation of a vapor–gas bubble: (a) nucleation phase; (b) volume expansion phase; (c) collapse phase.
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Figure 4. Model of metallurgical processes in underwater wet welding in vapor–gas bubble, liquid slag, and liquid weld pool (proposed by S.G. Parshin).
Figure 4. Model of metallurgical processes in underwater wet welding in vapor–gas bubble, liquid slag, and liquid weld pool (proposed by S.G. Parshin).
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Figure 5. Electrochemical model of OH hydroxyl binding with the formation of network clusters in the interaction of AlF4 ions (proposed by S.G. Parshin).
Figure 5. Electrochemical model of OH hydroxyl binding with the formation of network clusters in the interaction of AlF4 ions (proposed by S.G. Parshin).
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Figure 6. Molar fraction of components during dissociation of H2O: (a) up to 5000 K; (b) at 5000–9000 K. Pressure in the system is 0.1 MPa.
Figure 6. Molar fraction of components during dissociation of H2O: (a) up to 5000 K; (b) at 5000–9000 K. Pressure in the system is 0.1 MPa.
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Figure 7. Gibbs free energy of metal oxidation reactions: (a) for the OH hydroxyl group; (b) for water vapor H2O.
Figure 7. Gibbs free energy of metal oxidation reactions: (a) for the OH hydroxyl group; (b) for water vapor H2O.
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Figure 8. Change in partial pressure of components in the equilibrium gas mixture in the vapor–gas bubble at 0.1 MPa (ac) and at 0.6 MPa (df): a,d—100% H2O; b,e—when adding 20% CaF2; c,f—when adding 20% Na3AlF6.
Figure 8. Change in partial pressure of components in the equilibrium gas mixture in the vapor–gas bubble at 0.1 MPa (ac) and at 0.6 MPa (df): a,d—100% H2O; b,e—when adding 20% CaF2; c,f—when adding 20% Na3AlF6.
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Figure 9. Gibbs free energy of reactions (26)–(34) of interaction of fluorides and fluorine in a vapor–gas bubble atmosphere at 0.1 MPa (a) and at 0.6 MPa (b).
Figure 9. Gibbs free energy of reactions (26)–(34) of interaction of fluorides and fluorine in a vapor–gas bubble atmosphere at 0.1 MPa (a) and at 0.6 MPa (b).
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Figure 10. Mass fraction of water vapor H2O and fluorides in an equilibrium slag system when adding 10% H2: (a) H2O content in the TiO2–Fe2O3 slag with a Fe2O3 content of 5–30%; (b) H2O content in the TiO2–CaF2–Na3AlF6 slag with fluoride (CaF2–Na3AlF6) content of 5–30%; (c) HF, TiF3 content in TiO2–CaF2–Na3AlF6 slag with fluoride (CaF2–Na3AlF6) content of 5–30%: 1—HF for 5% fluorides; 2—HF for 10% fluorides; 3—HF for 20% fluorides; 4—HF for 30% fluorides; 5—TiF3 for 10% fluorides; 6—TiF3 for 20% fluorides; 7—TiF3 for 30% fluorides.
Figure 10. Mass fraction of water vapor H2O and fluorides in an equilibrium slag system when adding 10% H2: (a) H2O content in the TiO2–Fe2O3 slag with a Fe2O3 content of 5–30%; (b) H2O content in the TiO2–CaF2–Na3AlF6 slag with fluoride (CaF2–Na3AlF6) content of 5–30%; (c) HF, TiF3 content in TiO2–CaF2–Na3AlF6 slag with fluoride (CaF2–Na3AlF6) content of 5–30%: 1—HF for 5% fluorides; 2—HF for 10% fluorides; 3—HF for 20% fluorides; 4—HF for 30% fluorides; 5—TiF3 for 10% fluorides; 6—TiF3 for 20% fluorides; 7—TiF3 for 30% fluorides.
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Figure 11. View of welds, macrostructure, and X-ray testing: (a) UW/CS-1 coated electrode; (b) PPS-AN1 flux-cored wire; (c) PPS-APL2 flux-cored wire.
Figure 11. View of welds, macrostructure, and X-ray testing: (a) UW/CS-1 coated electrode; (b) PPS-AN1 flux-cored wire; (c) PPS-APL2 flux-cored wire.
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Figure 12. Change in the content of (a) carbon and (b) manganese in different weld zones when welding with the coated electrode UW/CS-1 and flux-cored wires PPS-AN1 and PPS-APL2: RW—root weld; FW—fill weld; CW—cap weld.
Figure 12. Change in the content of (a) carbon and (b) manganese in different weld zones when welding with the coated electrode UW/CS-1 and flux-cored wires PPS-AN1 and PPS-APL2: RW—root weld; FW—fill weld; CW—cap weld.
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Figure 13. Hardness in the cross section: (a) butt welds; (b) lap welds with PPS-AN1 flux-cored wire; (c) lap welds with PPS-APL2 flux-cored wire. BM—base metal; HAZ—heat-affected zone; WM—weld metal.
Figure 13. Hardness in the cross section: (a) butt welds; (b) lap welds with PPS-AN1 flux-cored wire; (c) lap welds with PPS-APL2 flux-cored wire. BM—base metal; HAZ—heat-affected zone; WM—weld metal.
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Figure 14. Welds fractures after tensile tests: (a) UW/CS-1 coated electrode; (b) PPS-AN1 flux-cored wire; (c) PPS-APL2 flux-cored wire. Arrows indicate slag inclusions.
Figure 14. Welds fractures after tensile tests: (a) UW/CS-1 coated electrode; (b) PPS-AN1 flux-cored wire; (c) PPS-APL2 flux-cored wire. Arrows indicate slag inclusions.
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Figure 15. A butt joint when welding with the coated electrode UW/CS-1: (a) macrostructure of the weld; (b) microstructure of the primary ferrite; (c) microstructure of the ferrite with second phase; (d) typical non-metallic inclusions in the center of the weld. Microstructure of the weld center.
Figure 15. A butt joint when welding with the coated electrode UW/CS-1: (a) macrostructure of the weld; (b) microstructure of the primary ferrite; (c) microstructure of the ferrite with second phase; (d) typical non-metallic inclusions in the center of the weld. Microstructure of the weld center.
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Figure 16. A lap joints when welding with PPS-AN1 (ad) and PPS-APL2 (eh) flux-cored wires: (a,e) view of lap joints; (b,f) weld macrostructure; (c,g) macrostructure of the fusion zone; (d,h) microstructure of the primary ferrite. Microstructure of the weld center.
Figure 16. A lap joints when welding with PPS-AN1 (ad) and PPS-APL2 (eh) flux-cored wires: (a,e) view of lap joints; (b,f) weld macrostructure; (c,g) macrostructure of the fusion zone; (d,h) microstructure of the primary ferrite. Microstructure of the weld center.
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Figure 17. Content of diffusible hydrogen during welding with the electrodes UW/CS-1, the flux-cored wires PPS-AN1, and PPS-APL2 in air and under water.
Figure 17. Content of diffusible hydrogen during welding with the electrodes UW/CS-1, the flux-cored wires PPS-AN1, and PPS-APL2 in air and under water.
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Table 1. Welding parameters of underwater wet welding.
Table 1. Welding parameters of underwater wet welding.
Welding ConsumablesVoltage, VCurrent, AWire Feed Rate, m/min
UW/CS-1 electrode37.5–42.5135–175-
PPS-AN1 flux-cored wire
(TiO2–Fe2O3)
37.5–43.5120–3004
PPS-APL2 flux-cored wire
(TiO2–CaF2–Na3AlF6)
40–45100–2404
Table 2. Chemical composition of steel and deposited metal in underwater wet welding of API X70 steel, wt.%.
Table 2. Chemical composition of steel and deposited metal in underwater wet welding of API X70 steel, wt.%.
MaterialCSiMnNiSP
API X70 steel0.1–0.120.29–0.311.7–1.750.015–0.02>0.006>0.013
UW/CS-1 electrode0.06–0.10.3–0.350.49–0.65->0.008>0.017
PPS-AN1 flux-cored wire0.04–0.12>0.0020.048–0.121.1–1.47>0.013>0.018
PPS-APL2 flux-cored wire0.03–0.15>0.0180.27–0.520.8–1.2>0.013>0.015
Table 3. Mechanical properties of underwater wet welding welds of API X70 steel.
Table 3. Mechanical properties of underwater wet welding welds of API X70 steel.
Welding ConsumablesYield Strength, MPaTensile Strength, MPaElongation, %Impact Toughness, KCV+20, JWeld Hardness, HV5
UW/CS-1 electrode440–468498–5456–1268–89165–203
PPS-AN1 flux-cored wire323–336371–4582–11.262–73135–212
PPS-APL2 flux-cored wire330–356433–4624–12.667–98162–200
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Parshin, S.G.; Levchenko, A.M.; Maystro, A.S. Metallurgical Model of Diffusible Hydrogen and Non-Metallic Slag Inclusions in Underwater Wet Welding of High-Strength Steel. Metals 2020, 10, 1498. https://doi.org/10.3390/met10111498

AMA Style

Parshin SG, Levchenko AM, Maystro AS. Metallurgical Model of Diffusible Hydrogen and Non-Metallic Slag Inclusions in Underwater Wet Welding of High-Strength Steel. Metals. 2020; 10(11):1498. https://doi.org/10.3390/met10111498

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Parshin, Sergey G., Alexey M. Levchenko, and Alexey S. Maystro. 2020. "Metallurgical Model of Diffusible Hydrogen and Non-Metallic Slag Inclusions in Underwater Wet Welding of High-Strength Steel" Metals 10, no. 11: 1498. https://doi.org/10.3390/met10111498

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