Failure Analysis of Corrosion on Stainless Steel Fasteners
Posted on August 1st, 2017 by Met-Tech

Analysis of CORRODED STAINLESS STEEL BOLTS
Summary:
Metallurgical Technologies, Inc. (MTi) received five stainless steel bolts from a marine environment. The bolts exhibited corrosion predominantly on the head of the bolt around the set screw, underneath the head of the bolt, and in the threads. MTi was requested to determine the cause of the corrosion.
Results of the examination determined the bolts were manufactured from a free machining grade of stainless steel, not 316L stainless steel, which was specified. The free machining grade inherently contains a multitude of manganese sulfide inclusions. The inclusions led to localized galvanic cells between the base material and the inclusion. The parts were also partially sensitized (intergranular carbide precipitation), due to improper annealing. This resulted in corrosion attack along the grain boundaries.
The crevices created by the set screw holes and underneath the bolt heads allowed crevice corrosion to occur. Chloride stress corrosion cracks were also found at the corrosion sites. The use of 316L would be more resistant to crevice corrosion attack. The use of a duplex stainless steel with molybdenum (such as stainless alloys 2205 or 2507) would resist crevice corrosion and stress corrosion cracking.
ANALYSIS:
Scanning Electron Microscopy
Five bolts with corrosion predominantly on the head of the bolt around the set screw, underneath the head of the bolt, and in the threads, were received (Figure 1). The corrosion was heaviest around the set screw (Figure 2). Energy dispersive x-ray spectrographic (EDS) micro-analysis in general accordance to ASTM E1508 was performed on the corrosion product around the set screw to determine the composition.
EDS determined the corrosion product was iron (Fe), chromium (Cr), manganese (Mn), nickel (Ni) and copper (Cu), from the base material, with traces of carbon (C), oxygen (O), magnesium (Mg), silicon (Si), chlorine (Cl) and calcium (Ca) (Figure 3). Chlorine and moisture from the marine environment most likely contributed to corrosion of the bolts.
Chemical Composition Analysis
Spectrographic chemical analysis was performed on the material using an optical emission spectrometer in general accordance with ASTM E1086. Results indicate the component is not manufactured from UNS S31603 (316L stainless steel), as was specified, but more closely matches a free machining austenitic stainless steel, such as UNS S30330 (303Cu), UNS S30430 (302HQ), or UNS S30431 (302HQ-FM). Results of the chemical composition analysis are provided in Table 1.
TABLE 1 Chemical Composition Analysis Results (wt. %) |
|||||
Element |
Bolt |
UNS S30330 (303Cu) Stainless Steel Requirements |
UNS S30430 (302HQ) Stainless Steel Requirements |
UNS S30431 (302HQ-FM) Stainless Steel Requirements |
UNS S31603 (316L) Stainless Steel Requirements |
Carbon |
0.05 1 |
0.15 max |
0.03 max |
0.06 max |
0.030 max |
Manganese |
2.27 2 |
2.00 max |
2.00 max |
2.00 max |
2.00 max |
Phosphorus |
0.025 |
0.15 max |
0.045 max |
0.040 max |
0.045 max |
Sulfur |
0.193 3 |
0.10 min |
0.030 max |
0.14 max |
0.030 max |
Silicon |
0.34 |
1.00 max |
1.00 max |
1.00 max |
0.75 max |
Nickel |
8.45 4 |
6.00 – 10.00 |
8.0 – 10.0 |
9.00 – 11.00 |
10.00 – 14.00 |
Chromium |
17.53 |
17.00 – 19.00 |
17.0 – 19.0 |
16.00 – 19.00 |
16.00 – 18.00 |
Copper |
2.0 5 |
2.5 – 4.0 |
3.0 – 4.0 |
1.30 – 2.40 |
Not specified |
Molybdenum |
0.12 6 |
Not specified |
Not specified |
Not specified |
2.00 – 3.00 |
Vanadium |
0.09 |
Not specified |
Not specified |
Not specified |
Not specified |
1 Exceeds the maximum for 302HQ and 316L stainless steel.
2 Exceeds the maximum for all four material types.
3 Exceeds the maximum for all materials but 303Cu.
4 Does not meet the minimum specified for 302HQ-FM and 316L.
5 Does not meet the minimum specified for 303Cu and 302HQ.
6 Does not meet the minimum specified for 316L.
Metallography
A longitudinal cross-section was obtained for metallographic analysis and was prepared in accordance with ASTM E3. Etching was performed with both Acetic Glyceregia and Oxalic acid in accordance with ASTM E407 to reveal the microstructure, which was examined using an optical microscope per ASTM E883.
Branching cracks were observed in the set screw hole of the bolt head cross-section (Figures 4 through 7). The bolt cross-sections were etched with Oxalic acid to determine if grain boundary carbides, typical of sensitization, were present. The precipitation of chromium carbide on the grain boundaries occurs in austenitic stainless steels when the stainless steel is exposed to temperatures of approximately 1250 to 1650°F, leaving the near-grain-boundary area depleted of chromium and; therefore, susceptible to preferential attack by a corroding medium. Figure 6 shows that the bolts had carbides present on some of the grain boundaries, indicating the material was exposed to improper temperatures and was improperly annealed.
Figures 8 through 12 show a crack in the flat, bottom portion of the bolt head, adjacent to the threads. Large, linear inclusions can be seen in the unetched cross-sections. These inclusions are manganese sulfides, a result of the higher manganese and sulfide contents. The use of free machining stainless steels, which contain elevated levels of sulfur that result in easier machining, creates galvanic cells between the base metal and the inclusions. Figures 11 and 12 show attack at the inclusions. From these inclusions, branching stress corrosion cracks progressed. The set screw holes and the crevices underneath the bolt heads allowed salts to concentrate in these areas and crevice corrosion to occur as well.
CONCLUSIONS:
The bolts were not manufactured from 316L stainless steel, as specified by the client, but were comparable to a free machining austenitic stainless steel such as 303Cu (UNS S30330), 302HQ (UNS S30430), or 302HQ-FM (UNS S30431). The use of a free machining stainless steel resulted in localized galvanic cells (or corrosion) at inclusions. From this attack, branching stress corrosion cracks progressed. The austenitic stainless steel also exhibited partial sensitization, due to improper annealing, which led to localized corrosion at or near the grain boundaries.
IMAGES:
Figure 3: Typical EDS spectrum of the rust discoloration on a bolt indicates it is iron (Fe), chromium (Cr), manganese (Mn), nickel (Ni) and copper (Cu), from the base material, with traces of carbon (C), oxygen (O), magnesium (Mg), silicon (Si), chlorine (Cl) and calcium (Ca).
Figure 5: A closer view of the branching cracks seen in Figure 4. The multi-branched cracks are typical of stress corrosion cracking. (Mag. 50X, Oxalic)
Figure 7: Another high magnification photomicrograph of branching cracks in a different location. The crack paths are transgranular, typical of chloride SCC. (Mag. 500X, Acetic Glyceregia)
Figure 9: A higher magnification view of the crack in Figure 8, unetched. Note the number of linear inclusions (arrows) in the cross-section. Corrosion follows some of the long inclusions. (Mag. 100X)
Figure 11: A closer view of the unetched cross-section showing attack at the inclusions, with cracks progressing from the inclusions. (Mag. 500X)