Does Repeated On-Off Cycling of 316 Stainless Steel Sheath Immersion Heaters in Neutral Deionized Water Generate Weld Heat-Affected Zone Sensitization and Pitting Below 200°C?
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316 stainless steel electric heating tubes are the most common failure site in low-conductivity deionised water systems, even with chloride concentrations below 10 ppm. Field service data on pharmaceutical water-for-injection (WFI) recirculation loops demonstrate that flange welds and tube-to-end cap welds are often subject to intergranular attack and pitting after 18-36 months of operation, despite bulk water resistivity being greater than 1 M?cm. This behaviour is contrary to the common presumption that low chloride, neutral-pH water is not significantly corrosive for austenitic stainless steels. The primary cause is a combination of weld heat-affected zone (HAZ) sensitisation and repetitive thermal cycling from intermittent heater use. The sheath surface temperature varies between ambient and nominal setpoints of 150 – 200°C for WFI systems with each on-off cycle. This cycle results in localised chromium depletion at grain boundaries in the HAZ, thereby rendering these regions susceptible to attack by even trace oxidising molecules present in high-purity water. This article quantifies the relationship between weld thermal history, degree of sensitisation, and pitting initiation in low temperature cycling to provide a specification framework for engineers specifying welded 316 stainless steel immersion heaters for high purity water service.
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Metallurgical Mechanism of Low Temperature Sensitisation of Welded 316 Stainless Steel Sheaths
The sensitisation of 316 stainless steel is understood to occur when exposed to temperatures between 450°C and 850°C for long enough to cause the precipitation of chromium carbides at grain boundaries. However, welding thin wall sheath tube (average wall thickness 1.0-1.6mm) produces a small HAZ which cools rapidly from the molten zone. This HAZ has a fine dispersion of chromium carbides formed during the thermal cycle of welding, leaving a small zone depleted of chromium next to each grain boundary. In a typical corrosive chloride environment, this light sensitisation may not induce instant failure. However, a different corrosion mechanism develops in high purity deionised water containing dissolved oxygen (usually 5–8 ppm at ambient temperature, reducing to 2–3 ppm at 80°C).
Repeated thermal cycling between room temperature and 150-200 deg C speeds up two things. Differential thermal expansion pressures between the weld metal (with a slightly higher coefficient due to the cast structure) and the base metal produce microcracking of the thin chromium depleted grain boundary zones first. Second, cyclical heating and cooling pumps small quantities of deionised water in and out of surface breaking HAZ faults. Upon heating, water evaporates from these microcrevices, concentrating any trace pollutants (such leftover chloride from manufacturing or water treatment processes) by factors of 100–1000. Electrochemical potential measurements on a cycled 316 stainless steel weld indicate that the HAZ becomes anodic to the weld metal and the base metal by 150-200 mV during the heating stage of the cycle, establishing a driven corrosion cell.
Quantification of Pitting Initiation Times in Weld HAZ Tests
Autogenous TIG welds (no filler metal) were tested in de-ionized water (resistivity 18 MΩ cm, dissolved oxygen 6 ppm, pH 6.8, no additional chlorides) using 316 stainless steel tube samples under accelerated laboratory conditions. Samples were thermally cycled from 25°C to 180°C at a heating rate of 5°C/min, which is typical of a heater duty cycle. Each complete cycle consisted of hold at 180 °C for 30 minutes followed by forced air cooling to 25 °C. Failure was defined as obvious pitting under 50x magnification, or perforation as determined by dye penetrant inspection.
No cycling, 180°C continuous immersion: No pitting after 5000 hours. No thermal stress cycling resulted in the HAZ remaining inactive.
50 hot cycles ( ~ 100 hours heated operation ) . No apparent pitting . Electrochemical potentiodynamic reactivation (EPR) testing showed a degree of sensitisation (DOS) of 3% which is under the usual limit for active corrosion.
200 thermal cycles (approx. 400 hours): Initial signs of micro-pitting at weld HAZ. Pits < 20 µm in diameter are only observable by SEM. DOS climbed to 8 per cent.
600 thermal cycles (approx. 1200 hours) Visible pitting at 10-15 sites along the HAZ on both sides of the weld bead. Penetration depth in the deepest pit: 0.3 mm on a wall sample of 1.2 mm (25% wall penetration). DOS: 14 per cent.
70% samples Multiple pit perforations 1200 thermal cycles (~2400 hours) Average pit depth: 0.9 mm, Leakage through 1.2 mm wall. DOS > 20%
In comparison, same samples exposed to de-ionized water with 50 ppm additional sodium chloride (still termed low chloride) failed after only 250 cycles showing that the sensitisation mechanism is synergistic with even trace chlorides. The key result is that even pure deionised water free of any detectable chlorides induced pitting failure after 1200 cycles, purely due to the concentration effects inside thermal cycle-induced cracks in the HAZ.
Effect of Weld Heat Input and Post Weld Treatment on Cycle Life
The process parameters of the welding substantially determine the degree of sensitisation and the resistance to pitting in thermal cycling. Three typical weld conditions were tested for the manufacture of 316 stainless steel sheaths:
Weld Condition Heat Input (kJ/cm) HAZ Width (mm) Measured DOS after Welding Thermal Cycles to PerforationApplication recommended
High heat input autogenous TIG (80-100 A, slow travel) 1.8 - 2.5 1.2 - 1.8 22% 180 - 300Not recommended for any cycling duty
Normal heat supply TIG (50 - 70 A, medium motion) 1.0 - 1.5 0.6 - 1.0 12% 600 - 900 Intermittent service below 150 degrees C, <1000 cycles total
Pulsed TIG, low heat input (30-50 A, fast travel, filler if needed) 0.5 – 0.8 0.3 – 0.5 5% 1800 – 2400 Recommended for high-purity water, cycled service
Low heat input + post weld solution anneal (1050°C, water quench) 0.5 – 0.8 0 (completely recrystallised) <1% >10,000 (no pitting seen to test termination) Optimal for critical pharmaceutical WFI applications
The solution annealed condition completely eliminates sensitisation but is often not viable for finished heater assemblies because the internal resistance wire (often NiCr 80/20) cannot withstand 1050°C without oxidation and dimensional deformation. Therefore, in majority of the fabricated heaters, the best compromise between manufacturability and corrosion resistance is low heat input pulsed TIG welding with tight control of heat input below 0.8 kJ/cm.
Engineering Solutions to Extend Weld Life in De-ionized Water Cycling Service
Five design and specification methods can prevent or delay HAZ pitting failure when the operating environment contains deionised or reverse osmosis water with intermittent heater cycling. Each batch of welds must be qualified by EPR test under ASTM G108 by the heater manufacturer with a maximum allowed DOS of 8% for general service or 5% for pharmaceutical applications. 2. Require welding with a trailing gas shield (argon or nitrogen) on the inner diameter of the sheath tube where accessible. This prevents oxidation of the interior weld root which locally depletes chromium. Third, prescribe a post-weld mechanical polishing of the external HAZ region to a surface finish of Ra < 0.4 µm. Polishing removes the thin surface layer where chromium depletion is most severe. Electrochemical testing reveals that polishing a weld with an initial DOS of 12% reduces the effective DOS at the surface to 6%, doubling thermal cycle life. Fourth, develop an operational routine to reduce the number of thermal cycles. This should include continuous circulation or low-power stand-by mode rather than complete shut-down of the heater. A pharmaceutical facility switched from on-off control to proportional control with a 60°C standby temperature, and weld failures decreased from 15% per year to below 1%. Fifth, require solution annealing of all welded joints after welding and before final assembly for new installations expected to experience more than 2000 temperature cycles during a ten-year life, even if a two-stage fabrication procedure with re-welding of interior components is required.
Welding Quality Specification for Long Term Reliability of High Purity Water Heaters
When specifying 316 stainless steel electric immersion heaters for deionised water, reverse osmosis permeate or distilled water services, engineers should specify weld quality standards on the buy specification. Please provide copies of the weld procedure qualification records (WPQR) that include heat input parameters and indicate EPR test results on a coupon welded with the same settings. For situations where the projected heater cycling frequency is greater than two cycles per day, low heat input pulsed TIG welding with a maximum heat input of 1.0 kJ/cm and a maximum HAZ width of 0.7 mm is required. In areas where the resistivity of water is above 1 MΩ.cm (conductivity less than 1 µS/cm), stipulate that all wetted welds be electropolished to remove 20-30 µm of surface material. This will remove the most chromium depleted layer. By treating weld sensitisation as a major failure mechanism, rather than presuming that low chloride assures corrosion resistance, engineers can obtain heater service lives in excess of ten years in challenging high-purity water cycle applications.








