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International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 1, Issue 1, pp: (12-17), Month: April 2014 - September 2014, Available at: www.paperpublications.org
Page | 12
Paper Publications
Welding Development in ESR modified
15CDV6 material
M Chandra Sekhar1
, D.Srinivasa Rao2
, Dasari Ramesh3
1,2
(Asst Professor) ANITS College of Engineering, India
3
Sr. Design Engineer (Ms/ Walchandnagar Industries Ltd, Visakhapatnam), India
Abstract: The AFNOR 15CDV6 steel is high strength steel with relatively low level alloy content. By processing the
steel through ESR with inoculation a marginal increase in strength and further increase in ductility and notch
toughness can be obtained. The strength of the steel is inadequate for its use in fabrication of rocket motor casing
in the Indian Space Programme. By increasing both carbon and chromium content of the AFNOR 15CDV6 steel
strength can be increased, primarily as a cost effective for space launch vehicle applications.
Welding is a major step in the fabrication of most of the pressure vessels, structures and equipments. Steels with
carbon equivalent in excess of 0.40wt% shows a tendency to form martensite on welding, and therefore are
considered difficult to weld. This ESR modified 15CDV6 material has a carbon equivalent value of nearly 1.0 that
classified it as a very difficult to weld steel.
In the present work, ESR modified 15CDV6 material welding was carried out successfully by Auto GTAW as well
as Manual GTAW, without preheating. This was carried out by modification of welding parameters, cleaning
process, tacking sequence etc. Mechanical Properties of the Weld are meeting requirements.
1. INTRODUCTION
1.1 AFNOR 15CDV6
The AFNOR 15CDV6 steel is high strength steel with relatively low alloy content. The incipient development took place
in France. This Ultra high strength steels are becoming increasingly important in aerospace, defence, power generation
and in other applications industries. Because of its good strength-ductility combination and ease of fabrication the
material has been extensively used in rocket-motor hardware in the Indian Space Programme.
Due to the characteristics of Chromium & Molybdenum, compatibility with high hardenability and high strength
emphasizes. Vanadium plays vital role in controlling grain coarsening and with the addition of certain inoculants
mechanical properties like strength and ductility increases effectively.
1.2 METALLURGICAL ASPECTS IN AFNOR 15CDV6
The steel AFNOR 15CDV6 is a high strength bainitic steel containing low concentrations of chromium, molybdenum
and vanadium as alloying elements. The micro structure of 15CDV6 steel in quenched condition consists of
predominantly lower bainite and a small proportion of lath martensite.
Earlier attempts to improve the properties of this steel through ESR (Electro Slag Remelting) resulted in large increase in
ductility and toughness with little or no increase in strength. A small increase in strength and further increase in ductility
and notch toughness were obtained by inoculating the steel with 0.2% addition of niobium or zirconium during ESR.
A recent study has reported that strength of mixed microstructure containing tempered martensite and bainite can peak at
an intermediate volume fraction of tempered martensite of around 0.75. Increase fraction of martensite in a mixed
martensite-bainite microstructure can be achieved by the addition of alloying elements, which retard the bainite reaction.
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 1, Issue 1, pp: (12-17), Month: April 2014 - September 2014, Available at: www.paperpublications.org
Page | 13
Paper Publications
Alloying elements, particularly carbide forming elements, greatly retard the ferrite-perlite reaction and chromium, in
particular, is very effective in retarding the bainite reaction. This often results in a bay of high relative austenite
metastability being formed between ferrite-pearlite and bainite reaction whilst moving the whole TTT diagram to longer
time.
In view of the effectiveness of chromium in retarding the bainite reaction, it was expected that increasing the chromium
content in modified 15CDV6 steel would lead to increase in strength. Moreover addition of chromium up to 6% can also
retard softening upon tempering. Accordingly, chromium content in the modified 15CDV6 steel was increased from 1.5
to 4 %.
As the strength level of steel increases, the defect tolerance level decreases. Therefore, a high degree of chemical and
structural homogeneity and freedom from inclusions becomes important for ultra high strength steels. For this reason,
subjecting steel to remelting process such as ESR becomes necessity.
Promoting heterogeneous nucleation during solidification by inoculation technique refines the grain size and thereby
results in improvement of strength and ductility. For homogenous nucleation low contact angle with substrate and
minimum misfit of lattice is required.
Yield strength for ESR Modified 15CDV6 steel (0.26C, 4cr, 0.68 Mo) i.e. 1400-1420 Mpa is almost 40% higher than
yield strength of the Ti -inoculated ESR standard 15CDV6 steel (0.15 c, 1.50 Cr.0.8 Mo) i.e. 990-1020 MPa.
Inoculation with titanium during ESR can significantly reduce the grain size resulting in improvement in mechanical
properties of the steel. The increase in toughness and ductility with increase in strength at higher chromium and carbon
contents. This due to precipitation of very fine uniformly dispersed chromium carbide particles, which resists the crack
propagation.
2. EXPERIMENTAL WORK
2.1 WELDING DEVELOPMENT ACTIVITIES
Welding is a major step in the fabrication of most of the pressure vessels, structures and equipments. Steels with carbon
equivalent in excess of 0.4 Wt% shows a tendency to form martensite on welding, and therefore are considered difficult
to weld. ESR Modified15CDV6 has a carbon equivalent value of nearly 1.0 wt%, that classifies a very difficult to weld
steel.
From weldability point of view, it’s very difficult to weld, this exhibits as follows by Carbon Equivalent (CE).
CE= %C + (% Mn + %Si) + (%Cr + % Mo + % V) + (% Cu + %Ni)
6 5 15
If CE> 0.40 prone to cracking tendency in HAZ.
Initial trials were carried out to establish the welding parameters for WPS (Welding Procedure Specification) activity.
Although, without pre-heating it was difficult to weld the plates, but trials were taken and found successful.
Plate size used: 500 mm (L) X 150 mm (W) X 7.8 mm (thick)
For WPS qualification it was necessary to weld continuously 10 weld coupons. After Welding Heat treatment and
subsequently Mechanical testing activity was carried.
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 1, Issue 1, pp: (12-17), Month: April 2014 - September 2014, Available at: www.paperpublications.org
Page | 14
Paper Publications
Parameter settings: Welding parameter settings took place, by welding almost 9-10 plates. Preliminarily problem faced
like penetration issues, porosities, LF etc. which was overcome after taking proper action. By this Phase-0 was
completed.
For Phase-I further WPS activity was carried out by welding continuously 10 weld coupons by Automatic GTAW
process. Radiography & UT Test were satisfactory.
2.2 HEAT TREATMENT
In addition of niobium content of about 0.10 % and vanadium content of 0.25 % this has deleterious effect on the
toughness properties of low carbon welds, because of this ESR modified 15CDV6 Welded Plates were taken for heat
treatment activities, i.e. welding followed by hardening and tempering Heat treatments.
Heat treatment cycle:
Process Temperature Time Quench Medium
Hardening
Loading < 600 0
C ------------- -------------
Hardening 920 + 10 0
C 1 Hour water
Quench Delay -------- < 45 sec ----------
Stress reliving: To be carried out within 2 hrs of hardening
Loading < 200 0
C ----------- -------------
Stress Relieving 300 + 10 0
C 1 Hour Air
Tempering
Loading < 300 0
C -------------- -------------
Tempering 505 + 50
C 2 hour water
Quench Delay ------------- < 45 sec -----------
(Note: The Heating rate shall not be more than 100 0
C / hour.)
2.3 WELDING PROCEDURE SPECIFICATION
Welding Procedure Specification Qualification includes following documentation:
1. Weld Data sheets
2. Radiographic Test report
3. Ultrasonic Test report
4. Heat treatment details.
5. Transverse Tensile Test report
6. Fracture Toughness Test reports
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 1, Issue 1, pp: (12-17), Month: April 2014 - September 2014, Available at: www.paperpublications.org
Page | 15
Paper Publications
3. RESULT & DISCUSSION
The welding of ESR Modified 15CDV6 Plates by Automatic GTAW process without preheating, was difficult because of
Carbon Equivalent (C E ) > 0.9. As increasing carbon & Chromium content in this steel, there has been an increasing
amount of martensite in the mixed microstructure of martensite-bainite being ( 0.26C, 4.0Cr & 0.68Mo) as compared to
the microstructure of standard 15CDV6 steel ( 0.15C, 1.5Cr, 0.9Mo), consisting predominantly bainite.
a) Parameter setting: by giving sufficient trials and by modifying root gap and current combination it was possible to set
the welding parameters.
Initial problems:
b) Porosities: porosities were observed in initial trials, but later on by proper cleaning methodology it was eliminated.
Wire cleaning by means of scrapper & followed by three times wire cleaning with acetone was carried out. Entire
welding carried out in clean dust free hall, by taking extra precautions not to get any contamination.
After welding of 10 nos of Coupon plates following tests were carried out:
1. Visual Examination:
The weld was free from visual defects like Lack of Fusion, Undercuts, excess penetration, visual pores etc.
2. Dye Penetrant Test
No DP indication observed on weld.
3.Radiographic Test & Ultrasonic test
No Radiographic defects & NO UT defects observed in the weld. Weld was absolutely sound.
4. Mechanical Testing
Transverse Tensile test & Fracture Test carried out on Heat treated Weld specimen.
Sr. No. Properties Requirement
1. Ultimate Strength (UTS), MPa 1375 (min.)
2.
0.2 % Proof Strength (UTS), MPa 1275 (min.)
3.
Elongation (% ) ----
4.
Fracture Toughness
[as per ASTM E-399], MPa√m
75 (min.)
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 1, Issue 1, pp: (12-17), Month: April 2014 - September 2014, Available at: www.paperpublications.org
Page | 16
Paper Publications
The results are as below:
Mechanical Testing Requirement for ESR Modified 15CDV6 welds
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 1, Issue 1, pp: (12-17), Month: April 2014 - September 2014, Available at: www.paperpublications.org
Page | 17
Paper Publications
4. CONCLUSION
1. ESR Modified 15CDV6 Welding by Auto GTAW process can be possible by proper parameter setting and
precautions without preheating technique.
2. Oil Quenching Treatment to the Weld Coupon gives success rate 100% than the Water Quenched Weld Coupon.
Improvement in mechanical properties as compared to Water Quenching treatment.
3. Oil Quenched Weld Coupon gives 12.4% more UTS & 14% (maximum) more 0.2PS value than Water
Quenched Weld Coupon.
4. Not much improvement in %elongation observed either by Water Quenching or by Oil quenching.
REFERENCES
[1] Journal of Material Science, Volume 42, Number 14.
[2] M. R. Suresh, P. P. Sinha, D. S. Sarma, N. B. Ballal & P. Krishna Rao, “Study of Welding characteristics of
0.3C-CrMoV (ESR) ultrahigh strength steel”
[3] Dr. T. R. Bandyopadhyay, Prof. P. K. Rao & Prof N. Prabhu, “ Improvement in mechanical Properties of
Standard 15CDV6 Steel by increasing carbon and chromium content and inoculation with Titanium during
ESR”

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Welding Development in ESR modified 15CDV6 material

  • 1. International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 1, Issue 1, pp: (12-17), Month: April 2014 - September 2014, Available at: www.paperpublications.org Page | 12 Paper Publications Welding Development in ESR modified 15CDV6 material M Chandra Sekhar1 , D.Srinivasa Rao2 , Dasari Ramesh3 1,2 (Asst Professor) ANITS College of Engineering, India 3 Sr. Design Engineer (Ms/ Walchandnagar Industries Ltd, Visakhapatnam), India Abstract: The AFNOR 15CDV6 steel is high strength steel with relatively low level alloy content. By processing the steel through ESR with inoculation a marginal increase in strength and further increase in ductility and notch toughness can be obtained. The strength of the steel is inadequate for its use in fabrication of rocket motor casing in the Indian Space Programme. By increasing both carbon and chromium content of the AFNOR 15CDV6 steel strength can be increased, primarily as a cost effective for space launch vehicle applications. Welding is a major step in the fabrication of most of the pressure vessels, structures and equipments. Steels with carbon equivalent in excess of 0.40wt% shows a tendency to form martensite on welding, and therefore are considered difficult to weld. This ESR modified 15CDV6 material has a carbon equivalent value of nearly 1.0 that classified it as a very difficult to weld steel. In the present work, ESR modified 15CDV6 material welding was carried out successfully by Auto GTAW as well as Manual GTAW, without preheating. This was carried out by modification of welding parameters, cleaning process, tacking sequence etc. Mechanical Properties of the Weld are meeting requirements. 1. INTRODUCTION 1.1 AFNOR 15CDV6 The AFNOR 15CDV6 steel is high strength steel with relatively low alloy content. The incipient development took place in France. This Ultra high strength steels are becoming increasingly important in aerospace, defence, power generation and in other applications industries. Because of its good strength-ductility combination and ease of fabrication the material has been extensively used in rocket-motor hardware in the Indian Space Programme. Due to the characteristics of Chromium & Molybdenum, compatibility with high hardenability and high strength emphasizes. Vanadium plays vital role in controlling grain coarsening and with the addition of certain inoculants mechanical properties like strength and ductility increases effectively. 1.2 METALLURGICAL ASPECTS IN AFNOR 15CDV6 The steel AFNOR 15CDV6 is a high strength bainitic steel containing low concentrations of chromium, molybdenum and vanadium as alloying elements. The micro structure of 15CDV6 steel in quenched condition consists of predominantly lower bainite and a small proportion of lath martensite. Earlier attempts to improve the properties of this steel through ESR (Electro Slag Remelting) resulted in large increase in ductility and toughness with little or no increase in strength. A small increase in strength and further increase in ductility and notch toughness were obtained by inoculating the steel with 0.2% addition of niobium or zirconium during ESR. A recent study has reported that strength of mixed microstructure containing tempered martensite and bainite can peak at an intermediate volume fraction of tempered martensite of around 0.75. Increase fraction of martensite in a mixed martensite-bainite microstructure can be achieved by the addition of alloying elements, which retard the bainite reaction.
  • 2. International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 1, Issue 1, pp: (12-17), Month: April 2014 - September 2014, Available at: www.paperpublications.org Page | 13 Paper Publications Alloying elements, particularly carbide forming elements, greatly retard the ferrite-perlite reaction and chromium, in particular, is very effective in retarding the bainite reaction. This often results in a bay of high relative austenite metastability being formed between ferrite-pearlite and bainite reaction whilst moving the whole TTT diagram to longer time. In view of the effectiveness of chromium in retarding the bainite reaction, it was expected that increasing the chromium content in modified 15CDV6 steel would lead to increase in strength. Moreover addition of chromium up to 6% can also retard softening upon tempering. Accordingly, chromium content in the modified 15CDV6 steel was increased from 1.5 to 4 %. As the strength level of steel increases, the defect tolerance level decreases. Therefore, a high degree of chemical and structural homogeneity and freedom from inclusions becomes important for ultra high strength steels. For this reason, subjecting steel to remelting process such as ESR becomes necessity. Promoting heterogeneous nucleation during solidification by inoculation technique refines the grain size and thereby results in improvement of strength and ductility. For homogenous nucleation low contact angle with substrate and minimum misfit of lattice is required. Yield strength for ESR Modified 15CDV6 steel (0.26C, 4cr, 0.68 Mo) i.e. 1400-1420 Mpa is almost 40% higher than yield strength of the Ti -inoculated ESR standard 15CDV6 steel (0.15 c, 1.50 Cr.0.8 Mo) i.e. 990-1020 MPa. Inoculation with titanium during ESR can significantly reduce the grain size resulting in improvement in mechanical properties of the steel. The increase in toughness and ductility with increase in strength at higher chromium and carbon contents. This due to precipitation of very fine uniformly dispersed chromium carbide particles, which resists the crack propagation. 2. EXPERIMENTAL WORK 2.1 WELDING DEVELOPMENT ACTIVITIES Welding is a major step in the fabrication of most of the pressure vessels, structures and equipments. Steels with carbon equivalent in excess of 0.4 Wt% shows a tendency to form martensite on welding, and therefore are considered difficult to weld. ESR Modified15CDV6 has a carbon equivalent value of nearly 1.0 wt%, that classifies a very difficult to weld steel. From weldability point of view, it’s very difficult to weld, this exhibits as follows by Carbon Equivalent (CE). CE= %C + (% Mn + %Si) + (%Cr + % Mo + % V) + (% Cu + %Ni) 6 5 15 If CE> 0.40 prone to cracking tendency in HAZ. Initial trials were carried out to establish the welding parameters for WPS (Welding Procedure Specification) activity. Although, without pre-heating it was difficult to weld the plates, but trials were taken and found successful. Plate size used: 500 mm (L) X 150 mm (W) X 7.8 mm (thick) For WPS qualification it was necessary to weld continuously 10 weld coupons. After Welding Heat treatment and subsequently Mechanical testing activity was carried.
  • 3. International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 1, Issue 1, pp: (12-17), Month: April 2014 - September 2014, Available at: www.paperpublications.org Page | 14 Paper Publications Parameter settings: Welding parameter settings took place, by welding almost 9-10 plates. Preliminarily problem faced like penetration issues, porosities, LF etc. which was overcome after taking proper action. By this Phase-0 was completed. For Phase-I further WPS activity was carried out by welding continuously 10 weld coupons by Automatic GTAW process. Radiography & UT Test were satisfactory. 2.2 HEAT TREATMENT In addition of niobium content of about 0.10 % and vanadium content of 0.25 % this has deleterious effect on the toughness properties of low carbon welds, because of this ESR modified 15CDV6 Welded Plates were taken for heat treatment activities, i.e. welding followed by hardening and tempering Heat treatments. Heat treatment cycle: Process Temperature Time Quench Medium Hardening Loading < 600 0 C ------------- ------------- Hardening 920 + 10 0 C 1 Hour water Quench Delay -------- < 45 sec ---------- Stress reliving: To be carried out within 2 hrs of hardening Loading < 200 0 C ----------- ------------- Stress Relieving 300 + 10 0 C 1 Hour Air Tempering Loading < 300 0 C -------------- ------------- Tempering 505 + 50 C 2 hour water Quench Delay ------------- < 45 sec ----------- (Note: The Heating rate shall not be more than 100 0 C / hour.) 2.3 WELDING PROCEDURE SPECIFICATION Welding Procedure Specification Qualification includes following documentation: 1. Weld Data sheets 2. Radiographic Test report 3. Ultrasonic Test report 4. Heat treatment details. 5. Transverse Tensile Test report 6. Fracture Toughness Test reports
  • 4. International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 1, Issue 1, pp: (12-17), Month: April 2014 - September 2014, Available at: www.paperpublications.org Page | 15 Paper Publications 3. RESULT & DISCUSSION The welding of ESR Modified 15CDV6 Plates by Automatic GTAW process without preheating, was difficult because of Carbon Equivalent (C E ) > 0.9. As increasing carbon & Chromium content in this steel, there has been an increasing amount of martensite in the mixed microstructure of martensite-bainite being ( 0.26C, 4.0Cr & 0.68Mo) as compared to the microstructure of standard 15CDV6 steel ( 0.15C, 1.5Cr, 0.9Mo), consisting predominantly bainite. a) Parameter setting: by giving sufficient trials and by modifying root gap and current combination it was possible to set the welding parameters. Initial problems: b) Porosities: porosities were observed in initial trials, but later on by proper cleaning methodology it was eliminated. Wire cleaning by means of scrapper & followed by three times wire cleaning with acetone was carried out. Entire welding carried out in clean dust free hall, by taking extra precautions not to get any contamination. After welding of 10 nos of Coupon plates following tests were carried out: 1. Visual Examination: The weld was free from visual defects like Lack of Fusion, Undercuts, excess penetration, visual pores etc. 2. Dye Penetrant Test No DP indication observed on weld. 3.Radiographic Test & Ultrasonic test No Radiographic defects & NO UT defects observed in the weld. Weld was absolutely sound. 4. Mechanical Testing Transverse Tensile test & Fracture Test carried out on Heat treated Weld specimen. Sr. No. Properties Requirement 1. Ultimate Strength (UTS), MPa 1375 (min.) 2. 0.2 % Proof Strength (UTS), MPa 1275 (min.) 3. Elongation (% ) ---- 4. Fracture Toughness [as per ASTM E-399], MPa√m 75 (min.)
  • 5. International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 1, Issue 1, pp: (12-17), Month: April 2014 - September 2014, Available at: www.paperpublications.org Page | 16 Paper Publications The results are as below: Mechanical Testing Requirement for ESR Modified 15CDV6 welds
  • 6. International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 1, Issue 1, pp: (12-17), Month: April 2014 - September 2014, Available at: www.paperpublications.org Page | 17 Paper Publications 4. CONCLUSION 1. ESR Modified 15CDV6 Welding by Auto GTAW process can be possible by proper parameter setting and precautions without preheating technique. 2. Oil Quenching Treatment to the Weld Coupon gives success rate 100% than the Water Quenched Weld Coupon. Improvement in mechanical properties as compared to Water Quenching treatment. 3. Oil Quenched Weld Coupon gives 12.4% more UTS & 14% (maximum) more 0.2PS value than Water Quenched Weld Coupon. 4. Not much improvement in %elongation observed either by Water Quenching or by Oil quenching. REFERENCES [1] Journal of Material Science, Volume 42, Number 14. [2] M. R. Suresh, P. P. Sinha, D. S. Sarma, N. B. Ballal & P. Krishna Rao, “Study of Welding characteristics of 0.3C-CrMoV (ESR) ultrahigh strength steel” [3] Dr. T. R. Bandyopadhyay, Prof. P. K. Rao & Prof N. Prabhu, “ Improvement in mechanical Properties of Standard 15CDV6 Steel by increasing carbon and chromium content and inoculation with Titanium during ESR”