Fitness-For-Service Example Problem Manual API 579-2/ASME FFS-2 2009 AUGUST 11, 2009 Fitness-For-Service Example Problem Manual API 579-2/ASME FFS-2 2009 AUGUST 11, 2009 SPECIAL NOTES This document addresses problems of a general nature With respect to particular circumstances, local, state, and federal laws and regulations should be reviewed Nothing contained in this document is to be construed as granting any right, by implication or otherwise, for the manufacture, sale, or use of any method, apparatus, or product covered by letters patent Neither should anything contained in this document be construed as insuring anyone against liability for infringement of letters patent Neither API nor ASME nor any employees, subcontractors, consultants, committees, or other assignees of API or ASME make any warranty or representation, either express or implied, with respect to the accuracy, completeness, or usefulness of the information contained herein, or assume any liability or responsibility for any use, or the results of such use, of any information or process disclosed in this document Neither API nor ASME nor any employees, subcontractors, consultants, or other assignees of API or ASME represent that use of this document would not infringe upon privately owned rights This document may be used by anyone desiring to so Every effort has been made to assure the accuracy and reliability of the data contained herein; however, API and ASME make no representation, warranty, or guarantee in connection with this document and hereby expressly disclaim any liability or responsibility for loss or damage resulting from its use or for the violation of any requirements of authorities having jurisdiction with which this document may conflict This document is published to facilitate the broad availability of proven, sound engineering and operating practices This document is not intended to obviate the need for applying sound engineering judgment regarding when and where this document should be utilized The formulation and publication of this document is not intended in any way to inhibit anyone from using any other practices Classified areas may vary depending on the location, conditions, equipment, and substances involved in any given situation Users of this Standard should consult with the appropriate authorities having jurisdiction Work sites and equipment operations may differ Users are solely responsible for assessing their specific equipment and premises in determining the appropriateness of applying the Instructions At all times users should employ sound business, scientific, engineering, and judgment safety when using this Standard Users of this Standard should not rely exclusively on the information contained in this document Sound business, scientific, engineering, and safety judgment should be used in employing the information contained herein API and ASME are not undertaking to meet the duties of employers, manufacturers, or suppliers to warn and properly train and equip their employees, and others exposed, concerning health and safety risks and precautions, nor undertaking their obligations to comply with authorities having jurisdiction Information concerning safety and health risks and proper precautions with respect to particular materials and conditions should be obtained from the employer, the manufacturer or supplier of that material, or the material safety data sheet All rights reserved No part of this work may be reproduced, stored in a retrieval system, or transmitted by any means, electronic, mechanical, photocopying, recording, or otherwise, without prior written permission from the publisher Contact the Publisher, API Publishing Services, 1220 L Street, N.W., Washington, D.C 20005 Copyright © 2009 by the American Petroleum Institute and The American Society of Mechanical Engineers ii API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual FOREWORD The publication of the standard API 579-1/ASME FFS-1 Fitness-For-Service, in July 2007 provides a compendium of consensus methods for reliable assessment of the structural integrity of industrial equipment containing identified flaws or damage API 579-1/ASME FFS-1 was written to be used in conjunction with industry’s existing codes for pressure vessels, piping and aboveground storage tanks (e.g API 510, API 570, API 653, and NB-23) The standardized Fitness-For-Service assessment procedures presented in API 579-1/ASME FFS-1 provide technically sound consensus approaches that ensure the safety of plant personnel and the public while aging equipment continues to operate, and can be used to optimize maintenance and operation practices, maintain availability and enhance the longterm economic performance of plant equipment This publication is provided to illustrate the calculations used in the assessment procedures in API 5791/ASME FFS-1 published in July, 2007 This publication is written as a standard Its words shall and must indicate explicit requirements that are essential for an assessment procedure to be correct The word should indicates recommendations that are good practice but not essential The word may indicates recommendations that are optional The API/ASME Joint Fitness-For-Service Committee intends to continuously improve this publication as changes are made to API 579-1/ASME FFS-1 All users are encouraged to inform the committee if they discover areas in which these procedures should be corrected, revised or expanded Suggestions should be submitted to the Secretary, API/ASME Fitness-For-Service Joint Committee, The American Society of Mechanical Engineers, Three Park Avenue, New York, NY 10016, or SecretaryFFS@asme.org Items approved as errata to this edition are published on the ASME Web site under Committee Pages at http://cstools.asme.org Under Committee Pages, expand Board on Pressure Technology Codes & Standards and select ASME/API Joint Committee on Fitness-For-Service The errata are posted under Publication Information This publication is under the jurisdiction of the ASME Board on Pressure Technology Codes and Standards and the API Committee on Refinery Equipment and is the direct responsibility of the API/ASME Fitness-For-Service Joint Committee The American National Standards Institute approved API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual on August 11, 2009 Although every effort has been made to assure the accuracy and reliability of the information that is presented in this standard, API and ASME make no representation, warranty, or guarantee in connection with this publication and expressly disclaim any liability or responsibility for loss or damage resulting from its use or for the violation of any regulation with which this publication may conflict iii API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual TABLE OF CONTENTS Special Notes ii Foreword iii Part – Introduction 1.1 Introduction 1-1 1.2 Scope 1-1 1.3 Organization and Use 1-1 1.4 References 1-1 Part - Fitness-For-Service Engineering Assessment Procedure 2.1 General 2-1 2.2 Example Problem Solutions 2-1 2.3 Tables and Figures 2-2 Part - Assessment Of Existing Equipment For Brittle Fracture 3.1 Example Problem 3-1 3.2 Example Problem 3-1 3.3 Example Problem 3-1 3.4 Example Problem 3-2 3.5 Example Problem 3-3 3.6 Example Problem 3-4 3.7 Example Problem 3-6 3.8 Example Problem 3-8 3.9 Example Problem 3-10 3.10 Example Problem 10 3-11 Part - Assessment Of General Metal Loss 4.1 Example Problem 4-1 4.2 Example Problem 4-6 4.3 Example Problem 4-10 4.4 Example Problem 4-14 Part – Assessment Of Local Metal Loss 5.1 Example Problem 5-1 5.2 Example Problem 5-6 5.3 Example Problem 5-12 5.4 Example Problem 5-23 5.5 Example Problem 5-28 5.6 Example Problem 5-31 5.7 Example Problem 5-36 5.8 Example Problem 5-39 5.9 Example Problem 5-42 Part - Assessment Of Pitting Corrosion 6.1 Example Problem 6-1 6.2 Example Problem 6-6 6.3 Example Problem 6-11 6.4 Example Problem 6-23 6.5 Example Problem 6-34 6.6 Example Problem 6-45 iv API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual Part SOHIC 7.1 7.2 7.3 - Assessment Of Hydrogen Blisters And Hydrogen Damage Associated With HIC And Example Problem 7-1 Example Problem 7-11 Example Problem 7-27 Part - Assessment Of Weld Misalignment And Shell Distortions 8.1 Example Problem 8-1 8.2 Example Problem 8-4 8.3 Example Problem 8-10 8.4 Example Problem 8-12 8.5 Example Problem 8-14 8.6 Example Problem 8-19 Part - Assessment Of Crack-Like Flaws 9.1 Example Problem 9-1 9.2 Example Problem 9-4 9.3 Example Problem 9-7 9.4 Example Problem 9-9 9.5 Example Problem 9-11 9.6 Example Problem 9-20 9.7 Example Problem 9-32 9.8 Example Problem 9-42 9.9 Example Problem 9-51 9.10 Example Problem 10 9-55 Part 10 - Assessment Of Components Operating In The Creep Range 10.1 Example Problem 10-1 10.2 Example Problem 10-5 10.3 Example Problem 10-8 10.4 Example Problem 10-19 Part 11 - Assessment Of Fire Damage 11.1 Example Problem 11-1 11.2 Example Problem 11-2 11.3 Example Problem 11-4 Part 12 - Assessment Of Dents, Gouges, And Dent-Gouge Combinations 12.1 Example Problem 12-1 12.2 Example Problem 12-3 12.3 Example Problem 12-6 12.4 Example Problem 12-11 12.5 Example Problem 12-14 Part 13 - Assessment Of Laminations 13.1 Example Problem 13-1 13.2 Example Problem 13-6 v THIS PAGE INTENTIONALLY LEFT BLANK vi API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual PART INTRODUCTION PART CONTENTS 1.1 1.2 1.3 1.4 1.1 Introduction 1-1 Scope 1-1 Organization and Use 1-1 References 1-1 Introduction Fitness-For-Service (FFS) assessments in API 579-1/ASME FFS-1 Fitness-For-Service are engineering evaluations that are performed to demonstrate the structural integrity of an in-service component that may contain a flaw or damage or that may be operating under specific conditions that could produce a failure API 579-1/ASME FFS-1 provides guidance for conducting FFS assessments using methodologies specifically prepared for pressurized equipment The guidelines provided in this standard may be used to make runrepair-replace decisions to help determine if pressurized equipment containing flaws that have been identified by inspection can continue to operate safely for some period of time These FFS assessments of API 5791/ASME FFS-1 are currently recognized and referenced by the API Codes and Standards (510, 570, & 653), and by NB-23 as suitable means for evaluating the structural integrity of pressure vessels, piping systems and storage tanks where inspection has revealed degradation and flaws in the equipment or where operating conditions suggest that a risk of failure may be present 1.2 Scope Example problems illustrating the use and calculations required for Fitness-For-Service Assessments described in API 579-1/ASME FFS-1 are provided in this document Example problems are provided for all calculation procedures in both SI and US Customary units 1.3 Organization and Use An introduction to the example problems in this document is described in Part of this Standard The remaining Parts of this document contain the example problems The Parts in this document coincide with the Parts in API 579-1/ASME FFS-1 For example, example problems illustrating calculations for local thin areas are provided in Part of this document This coincides with the assessment procedures for local thin areas contained in Part of API 579-1/ASME FFS-1 1.4 References API 579-1/ASME FFS-1 Fitness For Service 1-1 THIS PAGE INTENTIONALLY LEFT BLANK 1-2 API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual PART FITNESS-FOR-SERVICE ENGINEERING ASSESSMENT PROCEDURE PART CONTENTS 2.1 General 2-1 2.2 Example Problem Solutions 2-1 2.3 Tables and Figures 2-2 2.1 General The Fitness-For-Service assessment procedures in API 579-1/ASME FFS-1 are organized by flaw type or damage mechanism A list of flaw types and damage mechanisms and the corresponding Part that provides the FFS assessment methodology is shown in API 579-1/ASME FFS-1, Table 2.1 In some cases it is required to use the assessment procedures from multiple Parts based on the damage mechanism being evaluated 2.2 Example Problem Solutions 2.2.1 Overview Example problems are provided for each Part and for each assessment level, see API 579-1/ASME FFS-1, Part In addition, example problems have also been provided to illustrate the interaction among Parts as required by the assessment procedures in API 579-1/ASME FFS-1 A summary of the example problems is contained in Tables E2-1 - E2.11 2.2.2 Calculation Precision The calculation precision used in the example problems is intended for demonstration proposes only; an intended precision is not implied In general, the calculation precision should be equivalent to that obtained by computer implementation, rounding of calculations should only be done on the final results 2-1 API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual The dent depth on the pipe in pressurized condition is therefore calculated using equation (12.5), d dp = 0.7d d d dp = 0.7 ( 25.4 ) = 17.7800 mm b) c) d g = 1.27 mm 2) Gouge depth, 3) The minimum specified yield strength, 4) Dent spacing to the nearest weld joint, Lw = 300 mm 5) Dent spacing to the nearest structural discontinuity, Lmsd = 1000 mm σ ys = 290 MPa STEP - Determine the future wall thickness See STEP STEP - Verify minimum required wall thickness, equation (12.12), tmm = trd − d g tmm = 12.7 − 1.27 = 11.43 mm tmm − FCA ≥ 2.5 mm ( (11.43 − 0.5) = 10.93 mm ) ≥ 2.5 mm True Verify minimum required distance to structural discontinuities, equation (12.13), Lmsd ≥ 1.8 Dtc ( 1000 mm ≥ (1.8 ) ( 508 )(12.2 ) = 141.7047 mm ) True Verify minimum required distance to the weld, equation (12.14), Lw ≥ max [ 2tc , 25 mm ] ( 300 mm ≥ max ⎡⎣( )(12.2 ) , 25⎤⎦ = 25 mm d) ) True STEP - Verify dent depth in the pressurized condition to component diameter ratio, equation (12.10), d dp ≤ 0.07 D 17.7800 mm ≤ ( ( 0.07 )( 508 ) = 35.5600 mm ) True Verify gouge depth to wall thickness ratio, equation (12.22), d g ≤ 0.66tc 1.27 mm ≤ ( ( 0.66 )(12.2 ) = 8.0520 mm ) e) True STEP - Calculate the maximum allowable working pressure using equation (A.289), The MAWP C ( = 6.7533 MPa ) is greater than the design operating pressure ( 6.0 MPa ) Proceed to STEP 12-15 API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual f) STEP - Determine Remaining strength factor, (equations 12.23-12.29), Equation (12.28): ⎛ dg ⎞ ⎛ dg ⎞ ⎛ dg ⎞ ⎛ dg ⎞ Y1 = 1.12 − 0.23 ⎜ ⎟ + 10.6 ⎜ ⎟ − 21.7 ⎜ ⎟ + 30.4 ⎜ ⎟ ⎝ tc ⎠ ⎝ tc ⎠ ⎝ tc ⎠ ⎝ tc ⎠ 4 ⎛ 1.27 ⎞ ⎛ 1.27 ⎞ ⎛ 1.27 ⎞ ⎛ 1.27 ⎞ Y1 = 1.12 − 0.23 ⎜ ⎟ + 10.6 ⎜ ⎟ − 21.7 ⎜ ⎟ + 30.4 ⎜ ⎟ = 1.1900 ⎝ 12.2 ⎠ ⎝ 12.2 ⎠ ⎝ 12.2 ⎠ ⎝ 12.2 ⎠ Equation (12.29): ⎛ dg Y2 = 1.12 − 1.39 ⎜ ⎝ tc ⎞ ⎛ dg ⎞ ⎛ dg ⎞ ⎛ dg ⎞ ⎟ + 7.32 ⎜ ⎟ − 13.1⎜ ⎟ + 14.0 ⎜ ⎟ ⎠ ⎝ tc ⎠ ⎝ tc ⎠ ⎝ tc ⎠ 4 ⎛ 1.27 ⎞ ⎛ 1.27 ⎞ ⎛ 1.27 ⎞ ⎛ 1.27 ⎞ Y2 = 1.12 − 1.39 ⎜ ⎟ + 7.32 ⎜ ⎟ − 13.1⎜ ⎟ + 14.0 ⎜ ⎟ = 1.0415 ⎝ 12.2 ⎠ ⎝ 12.2 ⎠ ⎝ 12.2 ⎠ ⎝ 12.2 ⎠ Equation (12.27): ⎛ σ = 1.15σ ys ⎜1 − ⎝ dg ⎞ ⎟ tc ⎠ ⎛ ⎝ σ = (1.15 )( 290 ) ⎜ − 1.27 ⎞ ⎟ = 298.7832 12.2 ⎠ Equation (12.24): C1 = C1 = 1.5π E yU1 σ Acvn d g 1.5π ( 207000 )(113.0 ) ( 298.7832 ) ( 53.33)(1.27 ) = 18.2307 Equation (12.25): ⎛ 10.2d d ⎞ ⎛ 1.8d d ⎞ C2 = Y1 ⎜1 − ⎟ ⎟ + Y2 ⎜ D ⎠ ⎝ ⎝ 2tc ⎠ ⎛ 1.8 ( 25.4 ) ⎞ ⎛ 10.2 ( 25.4 ) ⎞ C2 = (1.1900 ) ⎜ − ⎟ + (1.0415 ) ⎜ ⎟ = 12.1415 508 ⎠ ⎝ ⎝ 12.2 ⎠ Equation (12.26): ⎛ ln (U ⋅ CVN ) − 1.9 ⎞ C3 = exp ⎜ ⎟ 0.57 ⎝ ⎠ ⎛ ln ( ( 0.738 )( 41) − 1.9 ) ⎞ C3 = exp ⎜ ⎟ = 14.1357 ⎜ ⎟ 0.57 ⎝ ⎠ Equation (12.23): 12-16 API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual g) RSF = ⎡ ⎡ −C ⋅ C ⎤ ⎤ ⎛ d ⎞ arccos ⎢ exp ⎢ ⎥ ⎥ ⋅ ⎜ − g ⎟ π tc ⎠ ⎣ C2 ⎦ ⎦ ⎝ ⎣ RSF = ⎡ ⎡ ( −18.2307 )(14.1357 ) ⎤ ⎤ ⎛ 1.27 ⎞ arccos ⎢exp ⎢ ⎥ ⎥ ⋅ ⎜1 − ⎟ = 0.7961 π ⎢⎣ (12.1415) ⎢⎣ ⎥⎦ ⎥⎦ ⎝ 12.2 ⎠ 2 STEP - Verify whether the RSF is larger than the RSFa RSF ≥ RSFa 0.7961 ≥ 0.9 False The remaining strength factor is not acceptable for continued operation at the same operating pressure A reduced MAWP can be determined using Part equation (2.2) MAWPr = MAWP RSF RSFa MAWPr = 6.7533 0.7961 = 5.9736 MPa 0.9 The Level assessment criteria are not satisfied (The reduced MAWP is 5.9736 MPa ) 12-17 THIS PAGE INTENTIONALLY LEFT BLANK 12-18 API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual PART 13 ASSESSMENT OF LAMINATIONS EXAMPLE PROBLEMS 13.1 13.2 Example Problem 13-1 Example Problem 13-6 13.1 Example Problem Inspection of a pressure vessel constructed to ASME Section VIII, Div rules locates two laminations in the shell Consultation with the materials engineer indicates the vessel is not operating in the creep range, and that the vessel has sufficient material toughness for the design conditions As the mechanical engineer, you determine the vessel is not in cyclic service and classify the shell as a Type A Component Your review of the design basis indicates internal pressure loads govern, and supplemental loads are negligible Review of the vessel design drawing indicates the following: Vessel Data • Material = SA − 516 Grade 70 Year 1998 • Design Pressure = 125 psig • Inside Diameter = 120 in • Nominal Thickness = 0.50 in • Corrosion Allowance = 0.0625 in • LOSS = 0.0 in • Allowable Stress in Tension = 17500 psi • Weld Joint Efficiency = 1.0 Perform a Level Assessment per Part 13 The following procedure shall be used to determine the acceptability of a lamination in a pressurized component: a) STEP – Determine if there is any surface bulging on either the inside or the outside surface of the component at the location of the lamination If there is surface bulging, then evaluate the lamination as a blister using the Level Assessment method in Part The inspection report indicates no surface bulging on either the inside or outside surface of the component at the location of the lamination b) STEP – Determine the information in paragraph 13.3.3.1 13-1 API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual Table E13.1-1 Size, Location, Condition and Spacing for Laminations Enter the data obtained from a field inspection on this form Inspection Date: 04 June, 2007 Equipment Identification: V-101 Storage Tank Piping Component Equipment Type: X Pressure Vessel Component Type & Location: Component Type A, pressure vessel shell, two damage areas located away from any major structural discontinuities, subject to internal pressure loads, supplemental loads are negligible Vessel is not in hydrogen charging service tnom: 0.500 in LOSS: 0.000 in FCA: 0.0625 in trd: 0.500 in Data Required for Level and Level Assessment Lamination Identification Dimension s (1) 4.5 in 3.0 in Dimension c (1) 3.25 in 6.5 in Lamination Height Lh (1) 0.125 in 0.100 in Edge-To-Edge Spacing to the 11.0 in 11.0 in nearest lamination Ls (2) Minimum Measured Thickness 0.325 in 0.350 in tmm (1) Spacing to the Nearest Weld 10.0 in 25.5 in Joint Lw (2) Spacing to the Nearest Major 42 in 28 in Structural Discontinuity Lmsd Through-Wall Cracking No No (Yes/No) Notes: See Figure 13.2 See Figure 13.3 c) STEP – If there are two or more laminations on the same plane, there is no indication of through thickness cracking, and the spacing does not satisfy Equation (13.1), then the laminations shall be combined into a single larger lamination in the assessment If there are two or more laminations at different depths in the wall thickness of the component and the spacing does not satisfy Equation (13.1), then the group of laminations shall be evaluated as equivalent HIC damage using the Level Assessment method in Part In applying this criterion, the spacing shall be measured parallel to the wall thickness Applying Equation (13.1): LS > 2tc 2tc = ( trd − FCA ) = ( 0.500 − 0.0625 ) 2tc = 0.875 in Ls =11.0 in 11.0 in > 0.875 in Equation (13.1) is satisfied Both laminations are on the same plane There is no indication of through thickness cracking 13-2 API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual Evaluate each lamination separately d) STEP – If Equation (13.2) is satisfied, proceed to STEP 5; otherwise, evaluate the through-thickness component of the lamination as a crack-like flaw using the Level Assessment method in Part In this evaluation, the crack depth shall be equal to 2a = Lh and the crack length shall be equal to 2c = max [ s, c ] 2c=max[s, c] Applying Equation (13.2): Lh ≤ 0.09imax [ s, c ] 1) Lamination 0.09imax [ 4.5 in,3.25 in ] = 0.405 in Lh = 0.125 in 0.125 in ≤ 0.405 in Equation (13.2) is satisfied for lamination 2) Lamination 0.09imax [3.0 in, 6.5 in ] = 0.585 in Lh = 0.100 in 0.100 in ≤ 0.585 in Equation (13.2) is satisfied for lamination e) STEP – Determine the wall thickness to be used in the assessment using Equation (13.3) or Equation (13.4), as applicable Applying Equation (13.3): tc = tnom − LOSS − FCA tc = tnom − LOSS − FCA = 0.500 − 0.00 − 0.0625 = 0.4375 in Equation (13.4) may also be applied: tc = trd − FCA f) STEP – If all of the following conditions are satisfied, proceed to STEP 7; otherwise, the lamination is not acceptable per the Level Assessment procedure 1) There is no indication of through-thickness cracking Inspection report indicates no evidence of through-thickness cracking 13-3 API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual 2) The lamination is not surface breaking in accordance with Equation (13.5): tmm ≥ 0.10tc i) Lamination 0.10tc = 0.10 ( trd − FCA ) = 0.10 ( 0.500 − 0.0625 ) 0.10tc = 0.04375 in tmm = 0.325 in 0.325 in ≥ 0.04375 in Equation (13.5) is satisfied for lamination ii) Lamination tmm = 0.350 in 0.350 in ≥ 0.04375 in Equation (13.5) is satisfied for lamination 3) The distance between any edge of the lamination and the nearest weld seam satisfies Equation (13.6): Lw ≥ max [ 2tc ,1.0 in ] 2tc = 0.875 in from Equation (13.1) i) Lamination Lw = 10.0 in 10.0 in ≥ max [ 0.875 in,1.0 in ] 10.0 in ≥ 1.0 in Equation (13.6) is satisfied for lamination ii) Lamination Lw = 25.5 in 25.5 in ≥ max [ 0.875 in,1.0 in ] 25.5 in ≥ 1.0 in Equation (13.6) is satisfied for lamination 4) The distance from any edge of the lamination to the nearest major structural discontinuity satisfies Equation (13.7): Lmsd ≥ 1.8 Dt c 1.8 Dtc = 1.8 (120 + ( 0.0626 )( 0.4375 ) ) 1.8 Dtc = 13.05 in i) Lamination Lmsd = 42 in 42 in ≥ 13.05 in 13-4 API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual Equation (13.7) is satisfied for lamination ii) Lamination Lmsd = 28 in 28 in ≥ 13.05 in Equation (13.7) is satisfied for lamination 5) If the lamination is in hydrogen charging service, then the planar dimensions of the lamination satisfy Equations (13.8) and (13.9): s ≤ 0.6 Dtc c ≤ 0.6 Dtc Review of process operating conditions indicates the vessel is not in hydrogen charging service g) STEP – Determine the MAWP for the component (see Annex A, paragraph A.2) using the thickness from STEP The component with the lamination is acceptable for operation at this calculated MAWP Laminations pass at Level In calculating the component c MAWP , P ≤ 0.385 SE and tmin ≤ 0.5 R (Longitudinal Joints), and supplemental loads are negligible, so Equation (A.10) pertains MAWPC = (17500 )(1.0 )( 0.4375 ) = 126.9 psig SEtc = R + 0.6tc ( 60 + 0.0625 + 0.6 ( 0.4375 ) ) 13-5 API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual 13.2 Example Problem Inspection of a pressure vessel constructed to ASME Section VIII, Div rules locates two laminations in the shell Consultation with the materials engineer indicates the vessel is not operating in the creep range, and that the vessel has sufficient material toughness for the design conditions As the mechanical engineer, you determine the vessel is not in cyclic service and classify the shell as a Type A Component Your review of the design basis indicates supplemental loads are not negligible Review of the vessel design drawing indicates the following: Vessel Data • Material = SA − 516 Grade 70 Year 1998 • Design Pressure = 125 psig • Inside Diameter = 120 in • Nominal Thickness = 0.50 in • Corrosion Allowance = 0.0625 in • LOSS = 0.0 in • Allowable Stress in Tension = 17500 psi • Weld Joint Efficiency = 1.0 Perform a Level Assessment per Part 13 The following procedure shall be used to determine the acceptability of a lamination in a pressurized component: a) STEP – Determine if there is any surface bulging on either the inside or the outside surface of the component at the location of the lamination If there is surface bulging, then evaluate the lamination as a blister using the Level Assessment method in Part The inspection report indicates no surface bulging on either the inside or outside surface of the component at the location of the lamination b) STEP – Determine the information in paragraph 13.3.3.1 13-6 API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual Table E13.2-1 Size, Location, Condition and Spacing for Laminations Enter the data obtained from a field inspection on this form Inspection Date: 04 June, 2007 Equipment Identification: V-101 Storage Tank Piping Component Equipment Type: X Pressure Vessel Component Type & Location: Component Type A, pressure vessel shell, two damage areas located away from any major structural discontinuities, subject to internal pressure loads, supplemental loads are not negligible Vessel is not in hydrogen charging service tsl: 0.187 in tnom: 0.500 in LOSS: 0.000 in FCA: 0.0625 in trd: 0.500 in Data Required for Level and Level Assessment Lamination Identification Dimension s (1) 4.5 in 3.0 in Dimension c (1) 3.25 in 6.5 in Lamination Height Lh (1) 0.125 in 0.100 in Edge-To-Edge Spacing to the 11.0 in 11.0 in nearest lamination Ls (2) Minimum Measured Thickness 0.325 in 0.350 in tmm (1) Spacing to the Nearest Weld 0.750 in 25.5 in Joint Lw (2) Spacing to the Nearest Major 42 in 28 in Structural Discontinuity Lmsd Through-Wall Cracking No No (Yes/No) Notes: See Figure 13.2 See Figure 13.3 c) STEP – If there are two or more laminations on the same plane, there is no indication of through thickness cracking, and the spacing does not satisfy Equation (13.1), then the laminations shall be combined into a single larger lamination in the assessment If there are two or more laminations at different depths in the wall thickness of the component and the spacing does not satisfy Equation (13.1), then the group of laminations shall be evaluated as equivalent HIC damage using the Level Assessment method in Part Applying Equation (13.1): LS > 2tc 2tc = ( trd − FCA ) = ( 0.500 − 0.0625 ) 2tc = 0.875 in Ls =11.0 in 11.0 in > 0.875 in Equation (13.1) is satisfied Both laminations are on the same plane There is no indication of through thickness cracking 13-7 API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual Evaluate each lamination separately d) STEP – If Equation (13.2) is satisfied, proceed to STEP 5; otherwise, evaluate the through-thickness component of the lamination as a crack-like flaw using the Level Assessment method in Part In this evaluation, the crack depth shall be equal to 2a = Lh and the crack length shall be equal to 2c = max [ s, c ] Applying Equation (13.2): Lh ≤ 0.09imax [ s, c ] i) Lamination 0.09imax [ 4.5 in,3.25 in ] = 0.405 in Lh = 0.125 in 0.125 in ≤ 0.405 in Equation (13.2) is satisfied for lamination ii) Lamination 0.09imax [3.0 in, 6.5 in ] = 0.585 in Lh = 0.100 in 0.100 in ≤ 0.585 in Equation (13.2) is satisfied for lamination e) STEP – Determine the wall thickness to be used in the assessment using Equation (13.3) or Equation (13.4), as applicable Applying Equation (13.3): tc = tnom − LOSS − FCA tc = tnom − LOSS − FCA = 0.500 − 0.00 − 0.0625 = 0.4375 in Equation (13.4) may also be used: tc = trd − FCA f) STEP – If all of the following conditions are satisfied, proceed to STEP 7; otherwise, the lamination is not acceptable per the Level Assessment procedure 1) There is no indication of through-thickness cracking Inspection report indicates no evidence of through-thickness cracking 13-8 API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual 2) The lamination is not surface breaking in accordance with Equation (13.5): tmm ≥ 0.10tc i) Lamination 0.10tc = 0.10 ( trd − FCA ) = 0.10 ( 0.500 − 0.0625 ) = 0.04375 in tmm = 0.325 in 0.325 in ≥ 0.04375 in Equation (13.5) is satisfied for lamination ii) Lamination tmm = 0.350 in 0.350 in ≥ 0.04375 in Equation (13.5) is satisfied for lamination 3) The distance between any edge of the lamination and the nearest weld seam satisfies Equation (13.6) Laminations that not satisfy the spacing criteria of Equation (13.6) are acceptable if it is determined that through-thickness cracking does not occur and there is no indication of cracking in the direction towards the inside or outside surface Applying Equation (13.6): Lw ≥ max [ 2tc ,1.0 in ] 2tc = 0.875 in from Equation (13.1) i) Lamination Lw = 0.750 in 0.750 in ≥ max [ 0.875 in,1.0 in ] 0.750 in ≤ 1.0 in Equation (13.6) is not satisfied for lamination and lamination failed the Level assessment Inspection has determined that through-thickness cracking does not occur, and there is no indication of cracking towards the inside or outside surface The condition is satisfied for Level ii) Lamination Lw = 25.5 in 25.5 in ≥ max [ 0.875 in,1.0 in ] 25.5 in ≥ 1.0 in Equation (13.6) is satisfied for lamination 13-9 API 579-2/ASME FFS-2 2009 Fitness-For-Service Example Problem Manual 4) The distance from any edge of the lamination to the nearest major structural discontinuity satisfies Equation (13.7): Lmsd ≥ 1.8 Dt c 1.8 Dtc = 1.8 (120 + ( 0.0626 )( 0.4375) ) = 13.05 in i) Lamination Lmsd = 42 in 42 in ≥ 13.05 in Equation (13.7) is satisfied for lamination ii) Lamination Lmsd = 28 in 28 in ≥ 13.05 in Equation (13.7) is satisfied for lamination 5) If the lamination is in hydrogen charging service, then the lamination shall be evaluated as an equivalent local thin area using the methods of Part The remaining sound metal thickness to use in the LTA analysis is the value of max ⎡⎣( tc − Lh − tmm ) , tmm ⎤⎦ , and the longitudinal and circumferential extend of the LTA are s and c , respectively (see Figure 13.2) Review of process operating conditions indicates the vessel is not in hydrogen charging service g) STEP – Determine the MAWP for the component (see Annex A, paragraph A.2) using the thickness from STEP The component with the lamination is acceptable for operation at this calculated MAWP Laminations pass at Level In calculating the component c MAWP , P ≤ 0.385SE and tmin ≤ 0.5 R (Longitudinal Joints), and supplemental loads are not negligible, so Equation (A.22) pertains MAWPC = (17500 )(1.0 )( 0.4375) = 126.9 psig SEtc = R + 0.6tc ( 60 + 0.0625 + 0.6 ( 0.4375 ) ) For circumferential joints, t ≤ 0.5 R and t sl = 0.187 in L MAWP L = 2SE ( tc − tsl ) (17500 )(1.0 )( 0.4375 − 0.187 ) = = 146.2 psig R − 0.4 ( tc − tsl ) ( 60 + 0.0625 − 0.4 ( 0.4375 − 0.187 ) ) For the limiting MAWP : MAWP = ⎡⎣ MAWP C , MAWP L ⎤⎦ = [126.9 psig ,146.2 psig ] MAWP = 126.9 psig 13-10 1220 L Street, NW Washington, DC 20005-4070 USA 202.682.8000 A17408 API Product No: C57921