b-1c tube failure metallurgical assessment by betz

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  • 8/18/2019 B-1C Tube Failure Metallurgical Assessment by BETz

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    GE Power & WaterWater & Process Technologies

    Metallurgy Services 9669 Grogan’s Mill Road The Woodlands, Texas 77380281-367-6201281-363-7794 Fax

    METALLURGICAL LAB REPORT

    Representative: Robert Stewart Plant: Petrojam Ltd.Location: Kingston. JamaicaUnit: B1C, 150 psigReport No.: 2014-0030Date: March 13, 2014

    BACKGROUND

    Two tube sections from the B1C Boiler at the subject account were submitted for failure

    analysis. When the tubing was removed on January 13, 2014, the time in service was five

    years.

    RESULTS

    Figure 1 is a photograph showing the submitted tubing. The samples were not labeled

    and, for the purposes of this report, were arbitrarily identified as Tubes A and B. Tube A

    exhibited perforation (Figures 2 and 3). The external surface of Tube B was covered with

    tan and gray deposit, no failure was observed (Figure 4).

    The tubes were split lengthwise to facilitate examination of the internal surface. The

    internal surface were covered with light-gray, white and brown deposit (Figures 5 and 6).

    Test sections were removed from both tubes to determine the deposit weight density

    (DWD) values. Micrometer measurements taken before and after the deposit removal

    step were used to measure the deposit thickness (Figures 7 and 8). The following results

    were obtained:

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    DWD (g/ft 2)

    Maximum Deposit

    Thickness (in.)

    Tube A 33 0.006

    Tube B 41 0.007

    Scanning electron microscope-energy dispersive x-ray analysis (SEM-EDXA) was used

    to determine the elemental composition of the external and internal deposit in the

    submitted tubes. The semi-quantitative results (Table 1) indicate the external deposits

    were composed of mostly iron, calcium and sulfur species. Minor amounts of vanadium,

    sodium, chlorine, and silicon were also detected. The presence of sulfur, chlorine,

    sodium, and vanadium are known to cause fireside corrosion via molten salt corrosion.

    The internal deposit on the waterside (Table 2) consists primarily of iron, calcium, and

    sulfur compounds. Minor amount of sodium, magnesium, chlorine, vanadium, and silicon

    were also detected, along with trace amounts of other constituents.

    .

    The external and internal surfaces were mechanically cleaned to facilitate examination of

    the underlying metal. There was evidence of corrosion pitting on the internal surface after

    cleaning (Figures 9 – 11). The maximum internal surface pit depth measured in Tubes Aand B was 0.014 inches and 0.018 respectively. Figures 13 and 14 showed the external

    surface of Tubes A and B after mechanical cleaning, which exhibited general/fireside

    corrosion.

    At the failure edge of Tube A, the wall thickness was measured to be 0.003 inches, which

    represents an approximate 95% loss of metal thickness as compared to the tube nominal

    thickness of 0.055 inches. The combined wall loss of Tube B due to external surface

    corrosion and internal pitting was 0.030 inches, or 57%, when compared to the maximum

    thickness of 0.070 inches.

    Transverse sections were cut out from selected areas of the tubes and prepared for

    metallographic inspection. Figures 15 – 19 show the microstructure along the internal and

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    external surface of the tubing, which exhibited general corrosion/corrosion pitting. The

    internal pitting appeared consistent with dissolved oxygen corrosion in the tubing. The

    mid-wall microstructures of the tubing consisted of ferrite/pearlite, normal for carbon

    steel boiler tubing in the as-manufactured condition. No overheating was observed in the

    tubing.

    CONCLUSIONS

    1. The failure of Tube A was caused by combination fireside corrosion (over 95%

    loss of wall thickness estimated in the failed region), and general internal

    corrosion pitting within the thinned area.

    2. Tube B also exhibited combined wall loss due to external surface corrosion and

    internal corrosion pitting (57% wall loss, when compared to the maximum wall

    thickness).

    3. The maximum internal pitting was 0.014 inches and 0.018 inches respectively in

    Tubes A and B. The pitting was likely caused by dissolved oxygen corrosion.

    4. The composition of the fireside deposit in the thinned regions was varied, withsome vanadium, sulfur-compounds, and trace chloride salts noted to be present.

    Vanadium, sulfur, sodium, and chlorides can combine to produce aggressive

    molten salts, to flux protective iron oxide scales on the tube fireside surfaces,

    resulting in accelerated metal loss.

    5. Microstructural analysis indicated that no overheating occurred in the tubing.

    Michael AdeosunMetallurgical Engineer

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    Element

    Tube A ODWhite(wt %)

    Tube A ODBrown(wt %)

    Tube B ODTop

    (wt %)

    Tube B ODBottom(wt %)

    Iron 93.4 38.7 41.5 96.4

    Calcium – 27.1 26.2 –

    Sodium 3.1 1.1 0.5 –

    Vanadium – 3.0 2.9 –

    Sulfur 2.6 26.3 26.2 2.8

    Silicon – 2.4 0.9 –

    Chlorine 0.6 – – –

    Chromium – – – 0.5

    Aluminum 0.4 1.4 1.8 0.4Data is normalized with carbon and oxygen excluded

    TABLE 1. SEMI-QUANTITATIVE ELEMENTAL SEM-EDXA OF THETUBES EXTERNAL SURFACE DEPOSIT

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    Element

    Tube A IDWhite(wt %)

    Tube A IDBrown(wt %)

    Tube B IDBrown(wt %)

    Tube B IDGray

    (wt %)

    Calcium 31.7 9.2 0.7 0.5

    Iron 30.0 80.1 94.5 93.1

    Sulfur 27.9 3.2 – 0.8

    Vanadium 3.4 3.8 – –

    Silicon 2.3 1.9 3.2 4.5

    Nickel 1.9 – – –

    Aluminum 1.6 1.3 0.1 0.5

    Chromium – – – 0.7

    Sodium 0.5 – 0.6 –

    Magnesium 0.3 0.6 0.5 – Data is normalized with carbon and oxygen excluded.

    TABLE 2. SEMI-QUANTITATIVE ELEMENTAL SEM-EDXA OF THETUBES INTERNAL SURFACE DEPOSIT

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    Figure 1. Photograph showing thesubmitted tube samples as-received forevaluation.

    Figure 2. Photograph showing theexternal surface of Tube A, at the failure.

    Figure 3. Photograph showing a crosssection of Tube A, at the failure (arrow).

    GE Power & Water Water & Process Technologies

    Tube A

    Tube B

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    Figure 4. Photograph showing theexternal surface of Tube B.

    Figure 5. Photograph showing theinternal surface of Tube A at the failure(arrow).

    Figure 6. Photograph showing theinternal surface of Tube B.

    GE Power & Water Water & Process Technologies

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    Figure 7. Photograph of the internalsurface of DWD test section, Tube A.

    Figure 8. Photograph of the internalsurface of DWD test section, Tube B.

    Figure 9. Photograph of the internalsurface of DWD test section, Tube A,after mechanical cleaning.

    GE Power & Water Water & Process Technologies

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    Figure 10. Photograph of the internalsurface of DWD test section, Tube B,after mechanical cleaning.

    Figure 11. Photograph showing theexternal surface of Tube B, aftermechanical cleaning.

    Figure 12. Photograph showing theinternal surface of Tube B, aftercleaning.

    GE Power & Water Water & Process Technologies

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    Figure 13. Photograph showing theexternal surface of Tube A, at the failure(arrow), after cleaning

    Figure 14.. Photograph showing theexternal surface of Tube B, aftermechanical cleaning.

    Figure 15. Photomicrograph showing thesteel microstructure at the failure edge ofTube A. Nital Etch. 50x.

    GE Power & Water Water & Process Technologies

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    Figure 16. Photomicrograph showing theexternal and internal surfaces of Tube A,adjacent to the failure. Nital Etch. 100x.

    Figure 17. Photomicrograph showingthe mid-wall steel microstructure ofTube A. Nital Etch. 500x.

    Figure 18. Photomicrograph showing theinternal surface steel microstructureobserved on Tube B. Nital Etch. 50x.

    GE Power & Water Water & Process Technologies

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    Figure 19. Photomicrograph showing themid-wall steel microstructure of Tube B.Nital Etch, 500x.

    GE Power & Water Water & Process Technologies

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    Notes