Duplex Duplex stainless steel welding: best practices* DUPLEX
Welding of Duplex and Super Duplex Stainless · PDF fileDuplex and Super Duplex Stainless...
Transcript of Welding of Duplex and Super Duplex Stainless · PDF fileDuplex and Super Duplex Stainless...
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Welding of Duplex and Super Duplex Stainless Steels
Fronius Open DayWednesday 26th April 2017
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More than 145 years of know-how
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in the steel industrysince 1870
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Products Alloys / Grades Unalloyed and low
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(nickel, copper, cobalt) Stainless steel High strength High / low temperature Corrosion resistant Heat resistant
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Why am I here doing this presentation?
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- Austenitic stainless steels are increasingly being replaced by duplex grades that offer similar corrosion resistance with far higher strength
- Duplex steels require more attention during manufacture and welding
- You cannot take any shortcuts when welding them
- Taking shortcuts will result in a failure
- It costs companies thousands of pounds in retesting and potential lost business
- Training and reinforcement of basic guidelines will reduce failures
- New products and ideas
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STEEL: Iron-Carbon alloy with maximum Carbon content of 2% and other elements with specific effects
STAINLESS: Metallic alloy presenting Chromium content higher that 10/12% which promotes the formation of a passive film
DUPLEX: Type of stainless steel which has a biphasic microstructure formed by equal proportions of ferrite and austenite phases (50/50)
SUPERDUPLEX: Duplex stainless steel with improved corrosion resistance
Duplex and Super Duplex Stainless Steels
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Microstructure of DSS/SDSSDark phase: FERRITE
Bright phase: AUSTENITE
The Aim is 50/50
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FERRITE Body Centered Cubic
Ferrite Formers Include
Iron / Chromium
Molybdenum / Silicon
FERRITIC MATRIX PROVIDES
STRENGTH & RESISTANCE TO SCC
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AUSTENITE Face Centered Cubic
Austenite Formers Include
Nickel / Nitrogen / Carbon
Manganese / Copper
AUSTENITE ISLANDS CONTRIBUTE GOOD
DUCTILITY & RESISTANCE TO
CORROSION
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PREN vs. PREW
PITTING RESISTANCE EQUIVALENT (PRE) is a formula that gives an indication of the corrosion performance of a material
PRE(N) = %Cr + 3.3 × %Mo + 16 × %N (standard formula used)
PRE(W) = %Cr + 3.3 × %Mo + 0.5 + %W + 16 × %N
They are useful for ranking and comparing the different grades, but cannot be used to predict whether a particular grade will be suitable for a given application, where pitting corrosion may be a hazard.
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Typical stainless steel composition, PRE and yield strength
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Phase Formation
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Formation of Secondary Phases
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SIGMA PhaseSigma is a hard, brittle intermetallic phase which is expected to contain iron, chromium and molybdenum. In duplex alloys, σ generally can be formed between about 600 and 950°C, with the most rapid formation occurring between 700 and 900°C.
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This is why you should NEVER weld duplex and super duplex without a welding consumable
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Heat Input – a measure of how much energy has been supplied to the workpiece to form a weld.
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The effect of Heat InputDue to the risk of these secondary phases forming at high temperature, maximum service temperature is reduced e.g. 250°C.
We must also limit the Heat Input
Too much energy = longer time spent in the sensitive temperature range
Heat input ranges
EN 1.4462 / UNS S31803 = 0.4 – 3.0kJ/mm (typical 0.6-1.5kJ/mm)
EN 1.4410 / UNS S32750 = 0.4 – 1.5kJ/mm (typical 0.6-1.2kJ/mm)
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The Root
To ensure good corrosion properties on 22%Cr duplex a super duplex filler wire is often used for the root run. This approach is recommended for G48-A tests at +25°C.
The most critical area of the joint weld, especially in pipework where the corrosive media will be in contact with the root bead
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Root Weld Beads
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To avoid sigma phase formation in the root bead, avoid a high heat input for the cold (2nd) pass. As a rule of thumb, a thick bead should be used for the root pass but the maximum heat input must not be exceeded. The cold pass should then be welded at 70-80% of the heat input used in the root run.
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Weld Sequence Effects
TEMPERATURE
Time
Interpass Temperature Control
- Must be measured precisely on the weld metal and parent material
- Operate with controlled interpass to optimise results and achieve production
Interpass selection based on wall thickness
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Small Bore, Thin walled Tubes
• When welding thin wall tube it is even more critical to use a carefully controlled weld procedure
• The tube can easily be overheated
• The maximum interpass temperature could even be reduced to 50°C
• Welds should be split into segments/quarters to prevent excessive heat build-up
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Lets talk about Gas
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Torch
- Generally Pure Argon is used for GTAW (10-15lpm). Additions of Nitrogen up to 2% can be beneficial for tough requirements
- A 3 component gas is preferred for GMAW – Ar + 30% He + 2%CO2
Back-Purge
- A gas purge must be used for root runs deposited using the TIG process and should be maintained for the first three layers or approximately 10mm of deposit
- An effective purge system must be in place with a calibrated system to monitor oxygen content. Aim for <25ppm but you must achieve <50ppm in practise
- Purge flow rates are determined by the pipe size but it is important that following the removal of tacks, grinding etc. that the purge is allowed to stabilise again before welding. Typical value 8-15lpm
Nitrogen is very important for corrosion performance and in particular Austenite transformation
Nitrogen loss from the weld pool can lead to highly ferritic welds. This is particularly important in the case of single sided root pass welds with pure Argon as a backing gas. This can result in essentially ferritic welds at the surface of the duplex weld metal
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Backing Gas
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Degassing of Nitrogen can be counteracted by the use of a nitrogen-based backing gas such as 100%N2 or 90%N2 + 10%H2
The effect of backing gas on austenite formation and pitting corrosion resistance was measured using a 1.5 mm thick lean duplex, EN 1.4162 / UNS S32101, manually welded from one side using Avesta LDX 2101 filler metal. The austenite content was measured using image analysis and the critical pitting temperature (CPT) of the root-side determined in 1 M NaCl (as per ASTM G150).
The use of Ar + 2%N2 as a backing gas was inferior
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Pitting Resistance measured as the CPT (ASTM G150) on the root side of a single sided GTAW sample (1mm and no root gap) in as welded condition and after pickling.
Nitrogen-based backing gas (90% N2 + 10% H2) significantly improved the pitting resistance of all grades in both the pickled and as-welded condition. When using Pure Argon as the backing gas, only the highest alloyed welds showed a measurable CPT in the as-welded condition. For this reason pickling is always recommended when using argon-based backing gas.
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Corrosion testing
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For qualification / acceptance purposes, ASTM G48 or ASTM A923 can be performed at a single specified temperature.
The test temperatures given in the ASTM G48 standard are only recommendations, and the required test temperature will be given in the relevant application code or standard.
The G48 test is designed to assess materials for pitting corrosion resistance in chloride media (stress is not relevant). The test solution is actually quite aggressive, certainly more so than the materials would be subjected to in normal service. The ASTM standard states that the solution is designed to provide breakdown of 304 at room temperature;
22%Cr testing temperature is normally +22°C or +25°C
25%Cr testing temperature is normally +35°C or +40°C.
Unwelded base material (or solution annealed welds) will pass the test at higher temperatures.
NORSOK M-601 and M-630 (oil and gas industry standards) incorporate a maximum weight loss requirement of 4g/m2. The acceptance temperatures are 50°C for 25Cr super duplex base material (M-630) and 40°C for welds (M-601).
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Corrosion testing (Continued)
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All ferric chloride immersion tests include any saw-cut faces. Weld cross-sections will be exposed to the test solution and thus are also evaluated
Sub-surface regions seldom exposed to the corrosive medium in an actual application can influence the test outcome if weight loss criteria are used
All saw-cut surfaces should be polished. The “grit” will normally be specified in the appropriate specification/code
Pickling of welds prior to testing is also recommended
NORSOK M-601 states that the whole specimen shall be pickled before being weighed and tested. Pickling may be performed for 5 min at 60°C in a solution of 20 % HNO3 (Nitric Acid) + 5% HF (Hydrofluoric acid)
Ferric chloride immersion methods are very aggressive. Consequently, the most common standard austenitic grades cannot be tested
Ensure you use a competent test house
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Which Welding Process?
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Process Advantages DisadvantagesGTAW Gives the cleanest weld metal, offering a superior weld bead finish providing the highest
corrosion resistance, fatigue performance and impact toughness.Can be automated
The least productiveRequires high skill level
GMAW Semi-Automated - Higher productivity compared to GTAWClean weld metal offering high impact toughness
Lower arc stability and weld pool fluidity compared to standard austenitic grades (hence He containing gases)
More prone to spatter than standard austenitic grades
Best results obtained with synergic pulsed equipmentProne to Porosity especially with higher Nitrogen contents (25%Cr). Avoid Narrow gaps, small joint
angles and large land (reduce dilution)
SMAW The most flexible processMid-range impact toughness
Low productivityAutomation not possible
Does not offer optimum corrosion propertiesSAW Highest productivity
Mid-range impact toughness (subject to careful selection of wire and a basic flux)Welding of thicker materials (10mm+)
Restricted to PA welding positionHI restrictions e.g. <1.5Kj/mm for optimum impact
toughness restricts the productivityPenetration is lower than with other standard
austenitic grades making joint preparation criticalBe careful with harsh corrosion requirements
(22%Cr ok but 25%Cr difficult)FCAW High productivity
All positional Reduced risk of lack of fusion compared to GMAW
Less risk of spatter and PorosityUses a standard Ar+20%CO2 shielding gas
Impact toughness from a Rutile slag system
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Please take a flyer
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Excellent cleanliness resulting in less “scum” on weld pool – Ask welders who have tested this product!!
This new HRW allows welding by GMAW process with lowest levels of porosity
Product manufactured 100% in house from billet to final product. Controlled chemical composition resulting in excellent corrosion resistance with increased G48 success rate with many references @ +40C
Thermanit 2509CuT
Super duplex welds with PREN>42
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New Super Duplex FCW’s
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Tensile and impact toughness test results for a V-joint (free shrinkage) welded in 15 mm UNS S32750 using Avesta FCW 2507/P100-PW NOR against a ceramic backing in the PF position
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Oil treater and degasser
subject to NORSOK
requirements – all fillet welds were made using
Avesta FCW
2507/ P100-PW NOR
Superduplex Seawater Pump
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Conclusion
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• Suitable Preheat & Interpass temperatures must be selected for your base material
• Control the Heat Input according to the base material
• Filler material must be added at all times (Nickel addition)
• Over alloying of filler material is required (Nickel addition)
• Correct procedure for Root run and subsequent passes)
• Minimise weld oxide by adequate gas protection (shield & backing)
• Positive effect of Nitrogen in gases
• Remove weld oxides by post weld cleaning (acid pickling most efficient)
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Questions?
Thank You For Your Attention