corrosion lecture

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SSCC : SULPHIDE STRESS CORROSION CRACKING IGC : INTERGRANULAR CORROSION TWO IMPORTANT CORROSIONS TYPES ENCOUNTERED BY US ARE COVERED: BROADLY CLASSIFIED AS : LOW TEMPERATURE CORROSION ---- CORROSION AT ROOM TEMPERATURE AND BELOW HIGH TEMPERATURE CORROSION ---- ELEVATED TEMPERATURE CORROSION INCLUDING THAT BY MOLTEN METALS

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Page 1: Corrosion Lecture

SSCC : SULPHIDE STRESS CORROSION

CRACKING

IGC : INTERGRANULAR CORROSION

TWO IMPORTANT CORROSIONS TYPES

ENCOUNTERED BY US ARE COVERED:

BROADLY CLASSIFIED AS :

LOW TEMPERATURE CORROSION

---- CORROSION AT ROOM

TEMPERATURE AND BELOW

HIGH TEMPERATURE CORROSION

---- ELEVATED TEMPERATURE

CORROSION INCLUDING

THAT BY MOLTEN METALS

Page 2: Corrosion Lecture

MEDIA

ONE OF THE MOST IMPORTANT

FACTORS.

PROCESS FLUIDS

CONTAMINANTS

SOLVENTS

CATALYSTS ETC.

HIC --

HYDROGEN INDUCED CRACKING

SSCC ---

A CRACKING PROCESS THAT

REQUIRES SIMULTANEOUS ACTION

OF A CORRODENT AND SUSTAINED

TENSILE STRESS.

Page 3: Corrosion Lecture

WATER :

FUNCTIONS AS ELECTROLYTE

HYDROLYSES INORGANIC SALTS

COMBINATION OF AIR & WATER

IS DANGEROUS ---

AIR SUPPLIES O2

WATER ACTS AS ELECTROLYTE

SOURCES :

ALMOST EVERY PART OF PROCESS

MEDIA :

EXCLUDED :

FAILURES DUE TO REDUCED SECTION AS A

RESULT OF CORROSION

FAILURES DUE TO INTER - CRYSTALLINE OR

TRANS - CRYSTALLINE CORROSION

Page 4: Corrosion Lecture

H2S SOUR WATER

COMMON SOURCES :

CRUDE OIL

DECOMPOSITION OF ORGANIC

COMPOUNDS OF SULPHUR

PROCESS WATER CARRYING H2S

WITH NH3 HCN ETC.

H2S REACTS WITH STEEL TO GIVE

A BLACK SULPHIDE FILM

C.S. HAS GOOD RESISTANCE TO

AQUEOUS SULPHIDE CORROSION

SOUR WATER

COMMON SOURCES

PROCESS WATER CARRYING H2S

WITH NH3 HCN ETC

Page 5: Corrosion Lecture

AQUEOUS H2S

C.S. AND LAS ARE USED

AQUEOUS H2S + NH3 ETC

CONDITION MORE SEVERE

C.S. & LAS NOT USED

DEPENDING ON SEVERITY

S.S OR TITANIUM USED

HIC NACE STANDARD TM - 02 84

SSCC NACE STANDARD TM - 01 77

Page 6: Corrosion Lecture

HIC TESTING :

SPECIMEN SIZE :

20 X 20 X 100 mm

SOLUTION :

A -- SODIUM CHLORIDE +

ACETIC ACID ( pH 2.7 )

SATURATED WITH H2S

B -- SYNTHETIC SEA WATER

( AS PER ASTM D 1141 )

pH 8.1 - 83

SATURATED WITH H2S

TEST DURATION :

96 HOURS ( 4 DAYS )

FINAL pH

SOLUTION A -- 4.0

SOLUTION B -- 4.8 - 5.4

Page 7: Corrosion Lecture

TEST RESULT :

THREE SECTIONS OBSERVED

BLISTERS SHALL BE NIL

CSR , CLR AND CTR SHALL

BE WITHIN SPECIFIED

LIMITS

CSR =100 [ (a x b) / ( W x T) ]

CLR =100 [ a / ( W x T) ]

CTR =100 [ b / ( W x T) ]

a = CRACK LENGTH

b = CRACK AREA THICKNESS

W = SECTION WIDTH

T = TEST SPECIMEN THICKNESS

Page 8: Corrosion Lecture

SSCC TESTING :

SPECIMEN SIZE :

ROUND BAR TENSILE SPECIMEN

GAUGE DIA. 6.35 mm

GAUGE LENGTH 25.4 mm

( OVERALL LENGTH 200 mm)

SOLUTION :

A -- SODIUM CHLORIDE +

ACETIC ACID ( pH 2.6 - 2.8 )

SATURATED WITH H2S

B -- SODIUM CHLORIDE +

SODIUM ACETATE +

ACETIC ACID ( pH 3.4 - 3.6 )

SATURATED WITH H2S

TEST DURATION :

720 HOURS ( 30 DAYS )

Page 9: Corrosion Lecture

FINAL pH

SOLUTION A -- 4.0

SOLUTION B -- 4.0

TEST LOAD :

GENERALLY LOADED TO

72% OF STANDARD METAL

YIELD STRENGTH.

THIS MAY BE CHANGED BY

CUSTOMER

TEST IS DEEMED PASSED IF

SPECIMEN DOES NOT BREAK

EXAMINATION AT 10 X DOES

NOT REVEAL CRACKS

Page 10: Corrosion Lecture

SUSCEPTIBLE MATERIALS :

STAINLESS STEELS

PROCESS :

CORROSION RESISTANCE OF

STAINLESS STEELS IS DERIVED

FROM

Cr + O2 --------> Cr2O3

FROM

METAL

FROM

ATMOSPHERE

Cr2O3 FORMS A TENACIOUS FILM

ON THE SURFACE.

Page 11: Corrosion Lecture

MINIMUM 12 % Cr IS NEEDED

TO MAKE STEEL STAINLESS

WHEN S.S. PASSES THROUGH THE

TEMPERATURE RANGE OF 425O C

TO 850O C WE HAVE :

C + Cr -----> Cr23C6

THE REACTION OCCURS AT

GRAIN BOUNDARIES

THUS THERE IS A BAND AT THE

GRAIN BOUNDARIES WHERE

Cr IS LESS THAN 12%

THIS AREA IS NO MORE

STAINLESS

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THE PROCESS FLUIDS AND

CONTAMINANTS CAN ATTACK

IN THIS AREA.

THERE ARE A LOT OF PROCESSES

OF MANUFACTURING THAT TAKE

SS IN THIS RANGE

EG. WELDING ; CUTTING ; HOT/WARM

FORMING

SERVICE TEMPERATURE CAN ALSO

BE IN THIS RANGE

THUS THERE IS A NEED TO TEST

THE SUSCEPTABILITY TO IGC

THIS NEED IS GOVERNED BY

SERVICE CONDITIONS

APPLICABLE STD. ASTM A262

Page 16: Corrosion Lecture

THERE ARE 5 PRACTICES

PRACTICE SOLUTION APPLICATION

A OXALIC ACID RAPID

ETCH TEST IDENTIFICATION

OF MATERIALS

WHICH WILL FAIL

B FERRIC SULPHATE DETECTS IGC BUT

+ SULPHURIC ACID NOT SIGMA PHASE

SUSCEPTABILITY

C 65 % NITRIC ACID DETECTS IGC BUT

AND SIGMA PHASE

SUSCEPTABILITY

E Cu +CuSO4 + DETECTS IGC BUT

16 % H2SO4 NOT SIGMA PHASE

SUSCEPTABILITY

F Cu +CuSO4 + DETECTS IGC BUT

50 % H2SO4 NOT SIGMA PHASE

SUSCEPTABILITY

Page 17: Corrosion Lecture

PRACTICE TEST CONDITIONS

A ETCHING AND EXAMIN AT

250 x AND 500 x

B BOILING SOLUTION

120 HOURS

C BOILING SOLUTION

240 HOURS

E BOILING SOLUTION

24 HOURS

F BOILING SOLUTION

120 HOUR

NORMALLY PRACTICE B ; C AND E

ARE USED

Page 18: Corrosion Lecture

IN PRACTICE B AND C WEIGHT

LOSS IS MEASURED.

THE CORROSION RATE IS GIVEN

BY THE WEIGHT LOSS

THIS IS NOT THE CORROSION

RATE IN ACTUAL SERVICE.

THE RESULT IS A RELATIVE

MEASURE

IN PRACTICE E SPECIMEN IS

BENT THROUGH 180O OVER A

FORMER OF 1T RADIUS.

THE BENT SURFACE IS EXAMINED

AT 100 x AND 250 x

TEST IS PASSED IF THERE ARE NO

CRACKS. CRACKS FROM EDGE ,

WRINKLES AND ORANGE PEEL

EFFECT ARE DISREGARDED.

Page 19: Corrosion Lecture

PRACTICE B EVALUATION

Millimeter Per Month = 7290 x W

A x d x t

W = Weight Loss in gms.

A = Total Area of the Sample in cm2

t = Time of Exposure in hours

d = Density of sample in gms / cc

Millimeter Per Month x 0.04 = Inches Per Month

Millimeter Per Month x 0.47 = Inches Per Year

Millimeter Per Month x 12 = Millimeter Per Year

Millimeter Per Month x 472 = mpy

Millimeter Per Month x Density / 3 =

Milligram Per Square Decimeter Per Day

Page 20: Corrosion Lecture

PRACTICE C EVALUATION

3440880 (W)

( A ) ( d ) ( t )MPY =

A= Total Specimen area (cm2 )W= Weight loss ( gms)

d= Density of sample ( gms / cm3 )t = Time of exposure ( hrs)

Page 21: Corrosion Lecture

PRACTICE E

EVALUATION

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FAILED MARGINAL

( DOUBTFUL )

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PASSED

Page 26: Corrosion Lecture

STEP DUAL

DITCH

Page 27: Corrosion Lecture

As Received

After exposure

After bending

PARENT METAL

100 x

100 x

100 x

Page 28: Corrosion Lecture

HAZ

Before exposure

After exposure

Page 29: Corrosion Lecture

WELD

Before exposure

After exposure

Page 30: Corrosion Lecture

PASSED

FAILED

Page 31: Corrosion Lecture