TB-5_2013.pdf

ASME PTB-5-2013ASME Section VIII Division 3 Example Problem ManualCopyright ASME International Provided by IHS under license with ASME Licensee=University of Texas Revised Sub Account/5620001114 Not for Resale,04/10/2013 00:12:21 MDTNo reproduction or networking permitted without license from IHS-,-,-PTB-5-2013 ASME Section VIII Division 3 Example Problem Manual Prepared by:Daniel T.Peters,PE Kevin Haley Ashwin Padmala Structural Integrity Associates,Inc.Copyright ASME International Provided by IHS under license with ASME Licensee=University of Texas Revised Sub Account/5620001114 Not for Resale,04/10/2013 00:12:21 MDTNo reproduction or networking permitted without license from IHS-,-,-Date of Issuance:March 29,2013 This document was prepared as an account of work sponsored by ASME Pressure Technology Codes and Standards(PTCS)through the ASME Standards Technology,LLC(ASME ST-LLC).Neither ASME,the author,nor others involved in the preparation or review of this document,nor any of their respective employees,members or persons acting on their behalf,makes any warranty,express or implied,or assumes any legal liability or responsibility for the accuracy,completeness or usefulness of any information,apparatus,product or process disclosed,or represents that its use would not infringe upon privately owned rights.Reference herein to any specific commercial product,process or service by trade name,trademark,manufacturer or otherwise does not necessarily constitute or imply its endorsement,recommendation or favoring by ASME or others involved in the preparation or review of this document,or any agency thereof.The views and opinions of the authors,contributors and reviewers of the document expressed herein do not necessarily reflect those of ASME or others involved in the preparation or review of this document,or any agency thereof.ASME does not“approve,”“rate”,or“endorse”any item,construction,proprietary device or activity.ASME does not take any position with respect to the validity of any patent rights asserted in connection with any items mentioned in this document,and does not undertake to insure anyone utilizing a standard against liability for infringement of any applicable letters patent,nor assume any such liability.Users of a code or standard are expressly advised that determination of the validity of any such patent rights,and the risk of infringement of such rights,is entirely their own responsibility.Participation by federal agency representative(s)or person(s)affiliated with industry is not to be interpreted as government or industry endorsement of this publication.ASME is the registered trademark of The American Society of Mechanical Engineers.No part of this document may be reproduced in any form,in an electronic retrieval system or otherwise,without the prior written permission of the publisher.The American Society of Mechanical Engineers Two Park Avenue,New York,NY 10016-5990 Copyright 2013 by THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS All rights reserved Printed in the U.S.A.Copyright ASME International Provided by IHS under license with ASME Licensee=University of Texas Revised Sub Account/5620001114 Not for Resale,04/10/2013 00:12:21 MDTNo reproduction or networking permitted without license from IHS-,-,-PTB-5-2013 iii TABLE OF CONTENTS Foreword.viii PART 1.1 1 General Requirements.2 1.1 Introduction.2 1.2 Scope.2 1.3 Organization and Use.2 PART 2.3 2 Example Problem Descriptions Part Contents.4 2.1 General.4 2.2 Calculation Precision.4 2.3 Tables.4 PART 3.6 3 Example Problems Materials.7 3.1 Example Problem E-KM-2.1.1 Evaluation of Test Locations for Cylindrical Forgings in Accordance with KM-2.7 3.2 Example Problem E-KM-2.1.2 Calculation of Fracture Toughness based on Charpy Impact Tests(KM-251).8 PART 4.9 4 Example Problems General Design Issues.10 4.1 Example Problem E-KD-2.1.1 Determination of Design Pressure in Cylindrical Vessel Monobloc Vessel.10 4.2 Example Problem E-KD-2.1.2 Determination of Design Pressure in Cylindrical Vessel Dual Layered Vessel.13 4.3 Example Problem E-KD-2.2.1 Elastic Plastic Analysis.14 4.4 Example Problem E-KD-2.2.2 Protection Against Local Failure(Elastic-Plastic Analysis).22 4.5 Example Problem E-KD-2.2.3 Ratcheting Assessment Elastic-Plastic Stress Analysis.26 4.6 Example Problem E-KD-2.2.4 Generate a Stress-Strain Curve for Use in Elastic-Plastic Finite Element Analysis.34 4.7 Example Problem E-KD-2.3.1 Linear Elastic Stress Analysis.36 4.8 Example Problem E-KD-2.3.2 Elastic Stress Analysis Protection Against Local Failure KD-247.45 PART 5.47 5 Example Problems Fatigue Assessment.48 Copyright ASME International Provided by IHS under license with ASME Licensee=University of Texas Revised Sub Account/5620001114 Not for Resale,04/10/2013 00:12:21 MDTNo reproduction or networking permitted without license from IHS-,-,-PTB-5-2013 iv 5.1 Example Problem E-KD-3.1.1 Evaluation of Leak-Before-Burst in Cylindrical Vessel Monobloc Vessel.48 5.2 Example Problem E-KD-3.1.2