API 934 Minutes Stress Eng ATT E

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    Coke Drum Technology Update for API

    934-G Round TableLife Assessment

    Issues, Problems, and SolutionsLow Cycle Fatigue Analysis and Measurement in Delayed Coke Drums

    Richard Boswell, P.E.

    April 26, 2010

    New Orleans

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    SESs approach to drum life

    assessment issues

    SES technical services are usually in partnership

    with client/owner using: SES tools and experience

    Clients proprietary information and situation

    Clients technical experience and engineering

    support

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    Typical Client Life Assessment

    Questions

    How long will it last?

    When is the economic end of life? How many cycles are left? When will we have a through wall crack? Which repair is best and when to repair? How can we extend the end of life?

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    Why are there Questions? Drums were not designed/fabricated for this

    cyclic service

    Not Just a pressure vessel

    Service conditions were not fully understood or they

    have changed

    Being operated for maximum economic return notmaximum life (in most cases)

    The game changes as the vessel changes

    Bulges and corrugations Consequences Safety, Environment, and

    Financial

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    What is the answer?

    The answer depends on when the question is

    asked During design?

    When new drums installed?

    First turn-a-round?

    Or during the final years of service?

    SES approach is structured to fit the situation andcondition of the drum Todays discussions will be focused on a mid-life

    situation

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    Stress Engineering Services, Inc.Confidential

    SES Drum Assessment and

    Extension Tools

    AET Testing for Active Cracks during operation

    Fatigue and Thermal Measurement in Shell and Skirt Process Change Comparisons Bulge Severity Evaluations Probabilistic Crack Growth Calculations Material Evaluation Weld Repair Procedures Weld Overlay Reinforcement

    Nozzle Cracking Analysis Skirt Repair Procedures Shell Replacements

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    Stress Engineering Services, Inc.Confidential

    SES Integrated Approach for

    Coke Drum Life Extension Practice

    1. Search for bulging and evaluate it

    2. Search for cracking

    3. Repair the cracks

    4. Determine actual cyclic stress in shell and skirt

    5. Perform structural, mechanical and

    metallurgical evaluation of the drum

    6. Develop Long Term Operation, Inspection,Repair and Replacement Plans

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    Stress Engineering Services, Inc.Confidential

    Assessing Current Condition AET global or local for active crack detection Long Term monitoring of drum performance

    Damage Histograms

    Fatigue Damage Calculation

    Abnormal stress events

    Thermal transients

    Process cause and effect on remaining life

    Bulge Severity Evaluation Metallurgical Examination

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    CD A

    Switch out CD A

    Switch in CD B

    Switch in CD A

    Switch out CD B

    Data acquisition when TCs A and B (both)

    are above 300 FTwo TC controlling data acquisition (TC-A,

    TC-B)

    Six TCs monitoring skin temperatures for

    thermal gradients

    State-of-the-art Digital AMSY4 VallenSystem, remotely operated

    Remote AET data acquisition:

    AET system controlled by TC

    readings

    Data transfer via Internet or

    clients IntranetNear real time data analysis

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    High Temperature Strain Gage with

    Intrinsically Safe Instrumentation

    1100 F Max

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    Stress Engineering Services, Inc.Confidential

    Large Transient Stress During Quench

    Coke Drums arenot simple

    pressure vessels

    During Quenchthe skirt and shell

    experience a verylarge transient

    stress

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    Drum Bulges

    Corrugations cause variation in the stress field

    Bulge Severity illustrated with Bulge StressConcentration Factor Analysis

    Encourages Low Cycle Fatigue from bendingstress amplification

    Relationship to seams is critical Bulge severity reduced with designed structural

    weld overlay

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    Stress Engineering Services, Inc.Confidential

    1995 Citgo Coker I

    F201B

    Drumview Scan

    F-201 B Nominal insideradius = 126

    November 94 survey :8.4% bulge

    May 95 survey : 9.5 %bulge

    How Bad IS Bad? Replacement drums

    designed for actual

    conditions

    Design was limited byexisting foundation

    capacity

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    Stress Engineering Services, Inc.Confidential

    What are the consequences of

    Bulging Pressure Vessel?

    HOOP SCF = 2 AXIAL SCF = 4

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    Stress Engineering Services, Inc.Confidential

    Tools for Bulge Severity Analysis

    Bulge Stress Concentration Factor

    A bulge corrugation increases all surface stress due to geometryand Ring Bending Effects

    Finite Element solution of exported laser scan using internal

    pressure loading provides ratio of bending to membrane stress

    Allows extrapolation from one location to another

    Bulge Intensity Factor Ranks bulge severity for likelihood of cracking

    Geometric Surface solution of exported laser scan

    Useful when little information is known from inspection

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    Stress Engineering Services, Inc.Confidential

    Coke Drum Skirt Fatigue

    The problem for the skirt is not in the basic

    pressure vessel design or in the Steady Stateload condition when it is hot.

    It is in the transient as the drum heats quickly,and later cools sometimes even more quickly.

    The skirt is pushed outward and then pulledback inward by the vessel.

    It is not simply push and release, but it is pulledback from its thermally expanded diameter.

    A reversed bending stress happens that createsa large stress range for fatigue damage.

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    Stress Engineering Services, Inc.Confidential

    Fatigue Analysis by Strain Gage Method - Skirt

    Temperature

    Hoop Stress

    Axial Stress

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    Stress Engineering Services, Inc.Confidential

    FATIGUE LIFE CALCULATION FOR A SKIRT FEA

    Improved Prediction Using Actual Thermal TransientsDesign (by others) predicted

    152 years

    SES Transient analysis

    performed prior to T/A

    Maximum stress intensity

    range during transient =

    143,430 psi

    Using ASME code Section

    VIII Division 2 fatigue design

    Table 5-110.1, UTS < 80 ksi,

    a fatigue life of 1228 cycleswas obtained. After 5 years (~1369 cycles)cracks were discovered in all

    4 drum skirts (no slots)

    Finite Element Model vs Reality

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    Stress Engineering Services, Inc.Confidential

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    Stress Engineering Services, Inc.

    Confidential

    Examplesof Rapid

    Quenching

    in Shell

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    Stress Engineering Services, Inc.

    Confidential

    Sources of Large Cyclic Stress

    Thermal distributions/gradients and self

    constraint Thermal heating and cooling rates Coke bed interactions

    Random local flows through coke bed andaround it near wall

    Bulges amplify bending stress in hoop and axialdirections

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    Drum Weld Repair

    Automated temper bead technology

    Reduce outage time for repair Full PWHT not required Repair from inside and/or outside Window replacement

    Material is too degraded and must be removed

    Bulge is too severe for weld overlay

    Weld Overlay for Bulge Reinforcement Cone, shell, and head repads (if any)

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    Temperbead Welding

    HAZ created by 1st weld layer

    HAZ is

    tempered by

    deposition of

    successive

    layersPictures Courtesy of WSI

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    Shell, Cone, and Skirt Repair with

    Automated Temper Bead Technology

    Pictures Courtesy of WSI

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    Structural Weld Overlay to Reinforce Severe Bulges

    Z

    XY

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    New Generation Drum Design

    Fabrication Quality, Coke Stiffness and Drum Vassingfrom 1998 CITGO Drum Design Patent

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    Thank You