Available online at www.sciencedirect.com
ScienceDirect Procedia
Engineering
ELSEVIER Procedia Engineering 173 (2017) 883 - 890 =
www.elsevier.com/locate/procedia
11th International Symposium on Plasticity and Impact Mechanics, Implast 2016
Investigations on anisotropy behavior of duplex stainless steel AISI
2205 for optimum weld properties
A Vinoth Jebaraja*, L Ajay Kumarb, C R Deepakc
aSMEC, VIT University, Vellore, India bDepartment of Mining Engineering,CEG, Anna University,Chennai, India cDeep sea Mining, NIOT, Chennai, India
Abstract
The present investigation aims to analyze the anisotropy behavior of 8 mm thick rolled plate of duplex stainless steel AISI 2205. The study aims to connect the importance of anisotropy properties with fusion welding to achieve the optimal mechanical properties of the weldment by justifying suitable direction for welding. An outcome of the investigation implies that duplex stainless steel exhibits maximum impact toughness in the longitudinal direction i.e. rolling direction when compared to transverse and diagonal directions. Further, the existence of significant directionality was confirmed by analyzing the tensile behavior which gives greater tensile strength in the transverse direction and higher amount of elongation and better formability in the longitudinal direction. The present work was extended by fabricating the weldment using gas tungsten arc welding by keeping the welding direction perpendicular to the rolling direction of a plate. Microstructure and the mechanical properties of the weld were assessed and compared with the behavior of its parent metal.
© 2017 The Authors.PublishedbyElsevierLtd. Thisis an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
Peer-review under responsibility of the organizing committee of Implast 2016
Keywords: duplex stainless steel; anisotropy; ferrite; austenite; welding; mechanical properties
CrossMar]
1. Introduction
In general, the materials in the family of stainless steel such as austenitic and ferritic grades are isotropic materials. The existence of anisotropy behaviour in the stainless steel plates by a small amount is
* Corresponding author. Tel.: 91 - 9443901928. E-mail address: vinothjebaraj.a@vit.ac.in
1877-7058 © 2017 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license
(http://creativecommons.org/licenses/by-nc-nd/4.0/).
Peer-review under responsibility of the organizing committee of Implast 2016
doi:10.1016/j.proeng.2016.12.132
unavoidable due to the manufacturing process of a plate such as rolling. However, the properties of Duplex Stainless Steel (DSS) vary significantly with respect to the different directions due to the presence of both ferrite and austenite phases in its matrix [1, 2]. Since DSS comes under the anisotropic material, the orientation of the grains on the rolled plate plays a major role in the variation of mechanical properties. There are two types of anisotropy possibilities in any material i.e. crystallographic anisotropy produced by severe plastic deformation during the rolling and the mechanical fibering due to the second phases present in the direction of working. In recent days, DSS plays a major role in achieving weight reduction by replacing ASS grades such as 304L and 316L with thinner structures due to their high strength nature and excellent corrosion resistance. DSS grades are widely used in petrochemical industries, offshore structure, oil and gas pipe lines under the ocean, ocean mining machinery, paper and pulp industries etc. [3 - 5]. However, the weldability of DSS leads to complex scenario due to the presence of more number of alloying elements in it. The mechanical properties of DSS weld show remarkable variance in their magnitudes when compared to its parent metal [6 - 10]. Even though enough research works were carried out in the welding of DSS using various fusion welding processes, the importance of finding suitable direction for welding DSS to obtain optimum mechanical properties of the weld was not yet discussed in detail. It is essential to justify the direction for welding of DSS plate to obtain better ductility in the weld. Fusion welding of DSS plays a major role in the fabrication of marine structures. Joining two metals without sacrificing their properties is quite impossible. Cooling rate and the chemical composition of the filler metal used in the welding are playing a major role in the properties of DSS weld [7, 12, 15, 18]. Thus, it is mandatory to select the suitable welding process and to control the welding parameters such as current, voltage, welding speed, shielding gas and filler metal selection etc. [11 - 19]. Among the available fusion welding processes, Gas Tungsten Arc Welding (GTAW) process is the most efficient one with respect to the mechanical and corrosion properties of DSS weld [6]. The present work was carried out in two phases such that the initial study aims to find the anisotropy properties of DSS such as impact toughness, yield strength, ultimate tensile strength, and the percentage of elongation in the three different directions. And, the second phase of the work is focused to achieve the optimum weld strength and ductility by justifying suitable direction for welding of DSS plate.
2. Experimental
Table.1. Chemical composition of DSS 2205 and ER 2209
C Mn Si S P Cr Ni Mo Cu N Ti V Co Nu W Fe
DSS2205 0.027 1.463 0.42 0.01 0.02 22.8 5.5 3.3 0.1 0.18 0.004 0.06 0.010 0.02 0.04 Balance
ER2209 0.009 1.50 0.38 0.0005 0.018 22.89 8.66 3.03 - 0.15 - - - - - Balance
Table.2. Welding parameters
Weld pass Current (A) Voltage (V) Time taken (Sec) Argon gas flow rate (L/min)
Pass 1 125 14 114 10
Pass 2 125 14 130 10
Pass 3 125 14 117 10
Reverse Pass 125 14 90 10
Polarity DCEN
Purging gas flow rate (L/min) 10
Heat Input 1.32 kJ/mm
Welding speed 1.33 mm/sec
The chemical composition of DSS AISI 2205 and the filler metal ER2209 used in this study are given in Table 1. It was found using the optical emission spectrometer test. Since austenite reformation is an important phenomenon
in DSS, nickel enriched filler metal ER 2209 is used to achieve the acceptable weld microstructure. To study the anisotropy behaviour of DSS, Charpy impact test was carried out at room temperature as well as subzero temperature. The test samples were extracted from the DSS plate in three different directions such as longitudinal (0°), transverse (90°) and diagonal (45°) directions of the rolled plate and the notches were prepared. Three samples were tested for each condition i.e. room temperature as well as subzero temperature. Samples were brought to subzero temperature using the dry ice. To investigate the tensile behaviour of DSS, the samples were extracted again from the three directions of the rolled plate. In addition, the formability of DSS was investigated by conducting three point bend test in the longitudinal and transverse directions and the load taken to achieve the 180° bend was measured. With the justified direction for welding from the anisotropy study, the weld properties of DSS were found using Gas Tungsten Arc Welding (GTAW) in the prepared samples of dimensions 150 mmx150 mmx8 mm with the standard groove geometry as shown in Fig 1. During welding, 99.9% of pure argon gas was used as a shielding medium. The welding parameters used in this study are given in Table 2.
Fig.1. Welding Direction
3. Results and Discussions
3.1. Microstructure of DSS
Fig.2 (a) DSS parent metal microstructure (b) Elongation of grains in the rolling direction
The parent metal microstructure of DSS 2205 gives approximately equal amount of phase percentage i.e. ferrite austenite ratio which is shown in Fig 2(a). The microstructure shows that the austenite phases are embedded in the ferrite matrix and elongated in the rolling direction with a lamellar morphology as given in Fig 2(b). The elongation of grains in the microstructure reveals the rolling direction. Mode of solidification plays an important role in the formation of DSS microstructure. Due to the presence of more number of ferrite promoting elements, it gives ferrite austenite solidification mode i.e. fully ferritic structure initially after solidification and further the nucleation of austenite phases take place in the matrix of ferrite by a peritectic eutectic reaction. This is known as type 'FA' solidification mode [3]. The amount of austenite phases present in the microstructure mainly depends on Creq/Nieq
ratio. As a result of dual phase microstructure, the presence of ferrite promoting elements such as chromium, and molybdenum are mainly diffused into the ferrite phases and the austenite promoting elements such as nickel, nitrogen and carbon are mainly diffused in the austenite phases. Longitudinal direction (L), transverse direction (T) and diagonal direction (D) are indicated in the DSS microstructure.
3.2. Anisotropy behaviour of DSS
3.2.1. Impact toughness of DSS
DSS parent metal exhibits significant anisotropy behaviour during the impact toughness test with respect to the different directions. It gives higher impact energy in the rolling and the diagonal directions. The presence of elongated austenite phases in the direction of impact causes severe plastic deformation in the samples. More amount of plastic deformation was observed in the fractured samples extracted from the longitudinal direction. The individual values of impact energy obtained from the samples at room temperature and subzero temperature are shown in Figure 3(a) and (b). Notable variations in the impact toughness between room temperature and subzero temperature were observed in the transverse specimens. It was found that the reduction in impact toughness was maximum in the subzero temperature than in the room temperature. This is mainly due to the presence of ferrite phases in the microstructure of DSS which undergoes ductile brittle transition at low temperature [5]. The average values of impact toughness obtained from the tested samples are shown in Fig 3 (c). The impact toughness values obtained in the longitudinal direction are closer to the diagonal direction.
350 300 250 200 ' 150 100 50 0
L1L2L3 T1T2T3 D1D2D3 DSS Samples in various directions L - Longitudinal T - Transverse D - Diagonal
CO 350
3 o 300
§1 250
L1 L2 L3 T1 T2 T3
DSS Samples in various directions L - Longitudinal T - Transverse D - Diagonal
300 250 200 150 100 50 0
Room temp subzero temp
Fig.4. Plastic deformation (a) Notches in different directions (b) Longitudinal sample (c) Diagonal samples (d) Transverse sample
The presence of crack absorber i.e. austenite phases in the rolling direction of DSS has a greater influence in the impact toughness test [2]. Continuous tearing of the banded structure in the transverse specimen is the main reason for lowering the impact toughness in the transverse direction. The comparisons of plastic deformation absorbed by the samples with respect to the different directions are given in Fig 4 (a) to (d). Also, none of the tested samples were broken into two pieces which show the work hardening capability of DSS.
3.2.2. Tensile behaviour of DSS
Tensile properties of DSS parent metal such as yield strength, ultimate tensile strength and the percentage of elongation obtained are given in Figure 5(a) to (c). DSS exhibits a higher amount of yield strength and ultimate tensile strength in the transverse direction. Plastic deformation induced during rolling in the longitudinal direction leads to difficulty in deforming the metal in the transverse direction [1]. Significant loss in ductility was observed in the transverse direction which was observed by less percentage of elongation. Also, reduction in the cross section area of the fractured sample is less in the transverse specimen when compared to the longitudinal specimen. A higher percentage of elongation was observed in the longitudinal direction due to the presence of elongated austenite grains in the rolling direction which is more capable for deformation. This has been confirmed by the observation of least reduction in the cross section area of the fractured surface. The fractured cross-sectional areas of longitudinal and transverse specimens are compared in Fig 6(a) and (b). It is better to use transverse direction as a welding direction to gain higher amount of ductility in the DSS weld, because in real time applications structural members are usually oriented in the longitudinal direction so that the loading direction coincides with the rolling direction.
39 J 38
3 36 35
700 680 660 640 620 600 580 560 540
840 830 820 810 800 790 780 770 760
L1 L2 samples
L1 L2 samples
L1 L2 Samples
Fig.5. Tensile properties of DSS (a) Percentage of elongation (b) Yield strength (c) Ultimate tensile strength
Fig.6. Fractured surface (a) Longitudinal direction (b) Transverse direction
3.2.3. Formability of DSS
DSS has better formability in the longitudinal direction when compared to the transverse direction which was confirmed by three point bending test. Two similar samples were subjected to bending in each direction. The load taken by the longitudinal direction samples to achieve 180° bend are 30.35 kN and 30.05 kN and the load taken by the transverse direction samples are 32.44 kN and 32.04 kN. The variation observed between the longitudinal and transverse direction samples were around 2 kN. The tested samples before and after bending are
given in Fig 7 (a) and (b). Also, during bending material was flowed towards longitudinal direction for the samples T1 and T2 which implies that DSS microstructure tends to flow more in the longitudinal direction.
Fig.7. Bend test samples (a) Before bending (b) After bending
3.3. Microstructural analysis of DSS weld
Fig.8. DSS Weld microstructure (a) Weld (b) HTHAZ
Weld microstructure shows that the precipitation of both ferrite and austenite phases in it. Initially, the weld region solidifies as delta ferrite matrix and then the nucleation of grain boundary austenite, Widmanstâtten structure of austenite and intragranular austenite phases have taken place. The root region of the weld shows nearly 80% of austenite phases due to the repeated heating of weldment by multipass welding. This implies that multipass welding promoting the formation of austenite phases in the weld root region which is shown in Fig 8 (a). Enrichment of nickel content in the filler metal and moderate cooling rate does not promoting any intermetallic phases such as chromium nitride, sigma, chi etc. in the weldment. High-Temperature Heat Affected Zone (HTHAZ) shows nearly 80% of coarser ferrite grains which are formed due to the temperature attained by this region during the welding process. During welding, this region attains nearly the melting point temperature i.e. 1450°C, in which DSS is fully ferritic nature. The HAZ transformation cycle has three regions such as austenite transformation to ferrite, fully ferritic structure and the austenite reformation. Rapid cooling followed by the welding process in this region causes insufficient formation of austenite phases as shown in Fig 8(b). Also, the probability of forming Cr2N in this region is more. Nitrogen has low solubility in the ferrite and its solubility in ferrite decreases with decrease in temperature. This leads to the formation of Chromium nitride (Cr2N) in the ferrite grain boundaries and also inside the ferrite grains [7, 20, 21]. However, there is no observation of &2N precipitation in this study. HTHAZ can be differentiated from the LTHAZ only through the metallography microstructural observation. The zone next to HTHAZ is known as Low Temperature Heat Affected Zone (LTHAZ). This will attain the temperature range between 700 and 1000°C during welding which is more prone to the formation of intermetallic phases. However, it was found that there is no formation of intermetallic phases in this zone. But at an extremely slow cooling rate,
sigma (a) can be precipitated in LTHAZ during the temperature range of 800 to 900°C [5]. Therefore, the welding parameters should be controlled to ensure, that the overall cooling conditions are fast enough to avoid deleterious precipitations in the LTHAZ. Even very less percentage of sigma precipitation can cause detrimental effect in the mechanical and corrosion properties of DSS.
3.4. Mechanical properties of the Weld
DSS weld exhibits almost similar behaviour as like its parent metal during the tensile test. Use of transverse direction as a welding direction as well as enriched Nickel filler are the reason behind the values of percentage of elongation, yield strength and the ultimate tensile strength. The tensile properties achieved from the weld are given in Table 3. Also, none of the samples were fractured in the weld region. All the tested samples were fractured in the parent metal region. However, the impact toughness of the DSS weld was reduced significantly than the DSS parent metal even the weld zone contains higher amount of austenite phases. The absorbed impact energies of the welded samples at both room temperature and sub-zero temperature are given in Fig 9 (a). It reveals that the reduction in the impact toughness caused by the effect of welding by forming irregular grain orientations of ferrite and austenite phases, secondary austenite phases in the weld, coarser ferrite grains near the fusion line and improper diffusion of alloying elements. The formation of welding induced residual stresses also plays a major role in the reduction of impact properties in the weld. However, the present study was not intended to study the formation of residual stresses in the weld. Further, the amount of plastic deformation under impact loading is very low for the weld when compared with the parent metal samples. Welded samples gave almost brittle fracture during the impact loading as given in Fig 9 (b).
£ 150
At Room temp
At subzero temp
W1 W2 W3 W1 W2 W3 Fig.9. (a) Impact toughness of DSS weld (b) Cleavage fractured of DSS weld sample
Table.3. Tensile properties of DSS weld
Ultimate Tensile strength
Sample No. Yield strength MPa ^^ Elongation %
Weld 1_620.15_799.6_34.3%
Weld 2 647.23 783.4 30.2%
4. Conclusions
In the present work, anisotropic properties of DSS AISI 2205 were investigated to justify the suitable direction for welding and the weld properties of DSS in the justified direction were analyzed. The following conclusions were arrived as follows:
DSS gives higher impact energy and maximum percentage of elongation in the longitudinal direction i.e. rolling direction. It gives greater yield strength and ultimate tensile strength in the transverse direction i.e. perpendicular to the rolling direction. DSS has better formability in the longitudinal direction which was confirmed by three point bending method.
In order to obtain better ductility in the DSS weld, the welding direction must be in the transverse
direction so that the loading direction in real time applications will be in the longitudinal direction i.e. rolling direction.
The microstructure of DSS weld gives three different forms of austenite phases i.e. grain boundary austenite, widmanstatten structure of austenite and intragranular austenite phases. Further, it has coarser ferrite grains near the fusion line.
The tensile properties of the DSS weld are almost equal when compared to the parent metal of DSS. However, under impact loading DSS weld shows significant reduction of impact toughness even the welding was carried out in a transverse direction in which the highest ductility is possible during loading. Therefore, it is recommended that welding should not be carried out in any other direction to avoid further reduction in the ductility under loading. The findings of this work will be useful for the fabrications involved in the marine applications.
Acknowledgement
Authors would like to thank Sri Krishna weld technology, Bangalore for their support by providing welding facilities in this experimental work.
References
[1] W.B.Hutchinson, K.Ushioda, G.Runnsjo, Anisotropy of tensile behavior in a duplex stainless steel sheet, Mat. Sci. Tech, 1 (1985) 728 - 731.
[2] A. Mateo, L. Llanes, N. Akdut, J. Stolarz, M. Anglada, Anisotropy effects on the fatigue behaviour of rolled duplex stainless steels, Int. J. Fatigue, 25 (2003) 481-488.
[3] J.C. Lippold, D.J. Kotecki, Welding metallurgy and weldability of stainless steels, Wiley publications, 2005.
[4] L. Karlsson, Welding duplex stainless steels - A review of current recommendations, welding in the world, 56 (2012) 65 - 76.
[5] R.N. Gunn, Duplex stainless steels microstructure, properties and applications, Abington publishing, Woodhead publishing Ltd, 1997.
[6] V. Muthupandi, P. Bala Srinivasan, S.K. Seshadri, & S. Sundaresan, Effect of weld metal chemistry and heat input on the structure and properties of duplex stainless steel welds, Mat. Sci. Eng. A, 358 (2003) 9-16.
[7] J.W.Fourie, F.P.A.Robinson, Literature review on the influence of weld heat inputs on the mechanical and corrosion properties of duplex stainless steels, J. South African Inst. Min & Met, 90(3) (1990) 59-65.
[8] J.O. Nilsson, P. Jonsson & A. Wilson, Formation of secondary austenite in super duplex stainless steel weld metal and its dependence on chemical composition, Proc. Fourth Int. conf. duplex stainless steels, 2 (1994) 25-36.
[9] 'Practical Guidelines for the Fabrication of Duplex Stainless Steel', 2nd ed. London: International Molybdenum Association, 5 (2005).
[10] M.C. Young, L.W. Tsay, C.S. Shin & S.L.I. Chan, The effect of short time post-weld heat treatment on the fatigue crack growth of 2205 duplex stainless steel welds, Int. J. of Fatigue, 29 (2007) 2155 - 2166.
[11] Shaoning Geng, Junsheng Sun, Lingyu Guo, Hongquan Wang, Evolution of microstructure and corrosion behavior in 2205 duplex stainless steel GTA-welding joint, J Manu Proc., 19 (2015) 32-37.
[12] Dong Hoon Kang, Hae Woo Lee, Effect of different chromium additions on the microstructure and mechanical properties of multipass weld joint of duplex stainless steel, Meta & Mat Transactions A, 43A (2012) 4678 - 4687.
[13] O.H.Ibrahim, I.S.Ibrahim, & T.A.F.Khalifa, Impact behavior of different stainless steel weldments at low temperatures', Engineering Fail. Anal, 17 (2010) 1069-1076.
[14] S. Jana, Effect of heat input on the HAZ properties of two duplex stainless steels, J. Mat. Proc. Tech, 33 (1992) 247- 261.
[15] J.D. Kordatos, G. Fourlaris & G. Papadimitriou, The effect of cooling rate on the mechanical and corrosion properties of SAF 2205 (UNS 31803) duplex stainless steel welds, Scripta materialia, 44 (2001) 401- 408.
[16] J. Nowacki, A. Lukojc 2005, Structure and properties of the heat affected zone of duplex steels welded joints, J. Mat. Proc. Tech, (2005) 1074-1081.
[17] B. Gideon, L.Ward & G. Biddle, Duplex stainless steel welds and their susceptibility to intergranular corrosion, J. Minerals and Mat. Charac Engg, 7 (2008) 247-263.
[18] C.J. Munez, M.V. Utrilla, A. Urena & E. Otero, Influence of the filler material on pitting corrosion in welded duplex stainless steel 2205, Welding Int., 24 (2010) 105-110.
[19] J. Hilkes, K. Bakkers, Duplex stainless steel welding and applications, Proc. Conf. on stainless steels, (1987) 87-95.
[20] A.J. Ramirez, J.C. Lippold, & S.D. Brandi, The Relationship between Chromium Nitride and Secondary Austenite Precipitation in Duplex Stainless Steels, Meta & Mat Trans A, 34 (2003) 1575-1597.
[21] H. Hoffmeister, G. Lothongkum, Quantitative effects of nitrogen contents and cooling cycles on S — y transformation, chromium nitride precipitation and pitting corrosion after weld simulation of duplex stainless steels, Proc. fourth Int. conf. on duplex stainless steels, 2 (1994) 80-89.