ASME STP-NU-013-2008 IMPROVEMENT OF ASME NH FOR GRADE 91 NEGLIGIBLE CREEP AND CREEP FATIGUE《91级微小蠕变和蠕变疲劳用ASME NH的改进》.pdf
《ASME STP-NU-013-2008 IMPROVEMENT OF ASME NH FOR GRADE 91 NEGLIGIBLE CREEP AND CREEP FATIGUE《91级微小蠕变和蠕变疲劳用ASME NH的改进》.pdf》由会员分享,可在线阅读,更多相关《ASME STP-NU-013-2008 IMPROVEMENT OF ASME NH FOR GRADE 91 NEGLIGIBLE CREEP AND CREEP FATIGUE《91级微小蠕变和蠕变疲劳用ASME NH的改进》.pdf(147页珍藏版)》请在麦多课文档分享上搜索。
1、 STP-NU-013 IMPROVEMENT OF ASME NH FOR GRADE 91 NEGLIGIBLE CREEP AND CREEP FATIGUE Prepared by: Bernard Riou Areva NP Inc. Date of Issuance: September 3, 2008 This report was prepared as an account of work sponsored by US Department on Energy (DoE) and the ASME Standards Technology, LLC (ASME ST-LLC
2、). Neither ASME, ASME ST-LLC, nor others involved in the preparation or review of this report, 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, o
3、r usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe upon privately owned rights. Reference in this report to any specific commercial product, process or service by trade name, trademark, manufacturer, or otherwise does not necessar
4、ily constitute or imply its endorsement, recommendation or favoring by ASME ST-LLC or others involved in the preparation or review of this report, or any agency thereof. The views and opinions of the authors, contributors and reviewers of the report expressed in this report do not necessarily reflec
5、t those of ASME ST-LLC or others involved in the preparation or review of this report, or any agency thereof. ASME ST-LLC 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 an
6、yone utilizing a publication against liability for infringement of any applicable Letters Patent, nor assumes any such liability. Users of a publication are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, is entirely their
7、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 m
8、ay be reproduced in any form, in an electronic retrieval system or otherwise, without the prior written permission of the publisher. ASME Standards Technology, LLC Three Park Avenue, New York, NY 10016-5990 ISBN No. 978-0-7918-3165-6 Copyright 2008 by ASME Standards Technology, LLC All Rights Reserv
9、ed Improvement of ASME NH for Negligible Creep And Creep-Fatigue STP-NU-013 iii TABLE OF CONTENTS Foreword x Abstract . xi PART 1 IMPROVEMENT OF ASME NH FOR GRADE 91 (NEGLIGIBLE CREEP) . 1 1 INTRODUCTION . 2 2 NEGLIGIBLE CREEP CRITERIA. 3 2.1 ASME 3 2.2 RCC-MR . 4 2.3 Japanese Development of Structu
10、ral Design Standard 5 3 APPLICATION TO MOD. 9CR-1MO STEEL. 6 3.1 Reference Stress for Negligible Creep Curve Using a Criterion Based on Stress to Rupture 6 3.2 Negligible Creep Curve Based on RCC-MR Creep Strain Criterion 8 3.2.1 RCC-MR Creep Strain Law . 8 3.2.2 ORNL Creep Strain Law 8 3.2.3 Japane
11、se Creep Strain Law of Reference 6 . 9 3.2.4 Applicability of Negligible Creep Curve Based on RCC-MR Creep Strain Criterion. 9 3.3 Negligible Creep Curve Based on RCC-MR Stress Relaxation Criteria. 10 3.4 Negligible Creep Curve Based on ASME 0.2 % Creep Strain Criterion 10 3.5 Negligible Creep Curve
12、 Based on Japanese Creep Strain Criterion 11 4 TENTATIVE IMPROVEMENT IN THE CORRELATION FOR MOD. 9CR-1MO AT MODERATE TEMPERATURES . 14 4.1 Minimum Creep Rate 14 4.1.1 Correlation of Minimum Creep Rate and Time to Rupture 14 4.1.2 Minimum Creep Rate Against Stress . 14 4.2 Creep Strain Equations 20 4
13、.2.1 Creep Strain Law in RCC-MR . 20 4.2.2 Comparison with other Creep Strain Laws 20 4.2.3 New Fit Using RCC-MR Creep Strain Law. 21 4.3 Creep Stress to Rupture. 44 4.3.1 RCC-MR Stress to Rupture Data for Modified 9Cr-1Mo 44 4.3.2 Average Stress to Rupture of Modified 9Cr-1Mo Steel Using ORNL Data
14、44 4.3.3 Average Stress to Rupture of Modified 9Cr-1Mo Steel Using Japanese Data. 44 4.3.4 Average Stress to Rupture of Modified 9Cr-1Mo Steel Using Minimum Commitment Method . 44 4.3.5 Average Stress to Rupture of Modified 9Cr-1Mo Steel at Moderate Temperatures 45 4.3.6 Application of Stress to Rup
15、ture at Moderate Temperatures to Negligible Creep. 46 5 DISCUSSION 54 6 CONCLUSIONS . 57 References 58 PART 2 IMPROVEMENT OF ASME NH FOR GRADE 91 (CREEP-FATIGUE) 59 STP-NU-013 Improvement of ASME NH for Negligible Creep And Creep-Fatigue iv 1 INTRODUCTION60 2 MOD 9CR-1MO STEEL61 3 CREEP-FATIGUE PROC
16、EDURES IN THE NUCLEAR CODES 62 3.1 ASME Procedure .65 3.2 RCC-MR Procedure.66 3.3 DDS Procedure 67 3.4 Comparison Between ASME and RCC-MR Design Data for Creep Fatigue68 3.4.1 Fatigue Design Curves68 3.4.2 Stress to Rupture Data 68 3.4.3 Creep and Relaxation Behavior 70 3.5 Comparison between ASME a
17、nd RCC-MR Procedures70 4 PRESENTATION OF THE CREEP-FATIGUE TESTS AVAILABLE ON MOD 9CR-1 MO .72 5 DISTINCTIVE FEATURES OF CREEP FATIGUE OF MOD 9Cr-1 MO 80 5.1 Effect of Mean Stress.80 5.2 Effect of Air Environment .80 5.3 Creep Fatigue Tests in Vacuum.81 5.4 Cyclic Softening of Mod 9Cr-1Mo81 5.5 Effe
18、cts of Prior Aging83 5.6 Effect of Cyclic Softening on Creep Damage in Creep Fatigue Tests.83 5.7 Results of Cyclic Creep Tests 84 6 EVALUATION OF EXISTING PROCEDURES85 6.1 Evaluation of ASME Procedure.85 6.2 Evaluation of RCC-MR Procedure 89 6.3 Comparison of Calculated Stresses at the Beginning of
19、 Hold Time98 6.4 Comparison of Relaxation Procedures.100 6.5 Comparison of Safety Factors101 6.6 Creep-Fatigue Damage Envelope 102 6.7 Example of Application of Proposed Modifications103 6.8 Combination of Primary and Secondary Stresses 105 7 CONCLUSIONS 108 References.109 PART 3 PROPOSED TEST PROGR
20、AM TO ASSESS NEGLIGIBLE CREEP CONDITIONS OF MODIFIED 9CR-1MO .111 1 INTRODUCTION112 2 MATERIAL .113 3 CREEP TESTS.114 3.1 Improvement of Creep Strain Database.114 3.2 Creep Stain Rate 114 3.3 Stress to Rupture at Moderate Temperature 114 3.4 Test Specimens and Number of Tests114 Improvement of ASME
21、NH for Negligible Creep And Creep-Fatigue STP-NU-013 v 4 CREEP FATIGUE TESTS 117 5 CONCLUSIONS . 118 References 119 PART 4 PROPOSED TEST PROGRAM TO VALIDATE CREEP-FATIGUE PROCEDURES FOR MODIFIED 9CR-1MO . 120 1 INTRODUCTION . 121 2 MATERIAL. 122 3 SUMMARY OF CREEP-FATIGUE TESTS RESULTS 123 3.1 Creep
22、-Fatigue Tests in Air 123 3.2 Preliminary Results of Recent Creep-Fatigue Tests in Vacuum . 123 4 PURPOSE OF FUTURE TEST PROGRAM 124 4.1 Knowledge of Stress-Strain Behavior . 124 4.2 Extension of the Relation of Number of Cycles to Failure versus Visco-Plastic Strain . 124 4.3 Characterization of So
23、ftened Material. 124 4.4 Review of Creep-Fatigue Interaction Diagram . 124 4.5 Evaluation of Environmental Effect 125 5 PROPOSED TEST PROGRAM 126 5.1 Tests in Air at 500C or 525C 126 5.2 Long Term Tests in Air at 550C 126 5.3 Tests on Softened Material 127 5.4 Tests on Aged Material . 127 5.5 Tests
24、in Reactor Environment . 127 5.6 Tests on Post Weld Heat Treated Material 127 5.7 Creep Fatigue of Welded Joints 127 6 CONCLUSIONS . 128 References 129 Acknowledgements 130 Abbreviations And Acronyms 131 LIST OF FIGURES Figure 1 - Cyclic Stress Strain Behavior of Mod. 9Cr-1Mo at 500C 6 Figure 2 - Ne
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