+ All Categories
Home > Documents > References and Bibliographyebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/... ·...

References and Bibliographyebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/... ·...

Date post: 06-May-2018
Category:
Upload: haanh
View: 219 times
Download: 1 times
Share this document with a friend
28
Development of Reliability-Based LRFD Methods for Piping – Research and Development Report 139 References and Bibliography AASHTO LRFD Bridge Design and Construction Specifications (1994), American Association of State Highway and Transportation Officials, Washington, DC. ABS, 2002. “Guidance Notes on Spectral-based Fatigue Analysis for Floating Production, Storage and Offloading (FPSO) Systems. Adams. T. and Stevenson, J., 1997, “Differential Design and Construction Cost of Nuclear Power Plant Piping Systems as a Function of Seismic Intensity and Time Period of Construction,” Welding Research Council Bulleting 426, November 1997. Allen, D. E., 1975. “Limit State Design – A Probabilistic Study,” Canadian J. of Civil Engineering, 2(1), 36-49. American Association of State Highway and Transportation Officials, 1994. ‘‘LRFD Bridge Design Specifications,’’ Customary U.S. Units, 1 st Edition, AASHTO, 444 North Capitol Street, N.W. Suite 249 Washington, D.C. 20001. American Institute for Steel Construction, “Essentials of LRFD, An Overview of LRFD as found in Phase 2 of the Manual of Steel Construction”, and three part series in Modern Steel Construction, part 1, June 1995, pp. 24-29, part 2, July 1995, pp.38-44, part 3, August 1995, pp. 38-42 American Institute for Steel Construction, 1994, “Load and Resistance Factor Design,” Manual of Steel Construction, American Institute of Steel Construction, Chicago, IL. American Institute for Steel Construction, 2003, “Load and Resistance Factor Design Specification for Safety Related Steel Structures for Nuclear Facilities,” ANSI/AISC N6906- 03, American Institute of Steel Construction, Chicago, IL. American Petroleum Institute, 1989, “Draft Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms¾Load and Resistance Factor Design,” API RP2A- LRFD, American Petroleum Institute, Dallas, TX. American Petroleum Institute, 1993, “Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms- Load and Resistance Factor Design,’’1 st edition, ANSI, API RP2A-LRFD-93, American Petroleum Institute, Dallas, TX. American Society for Metals, 1961. “Metals Handbook,” 8 th edition, Vol. 1, Metals Handbook Committee, ASM, Metals Park, Novelty, Ohio. American Society of Civil Engineers, Structural Division Committee on Nuclear Structures and Materials, SMiRT-4, 1977, “International Seminar on Probabilistic and Extreme Load Design of Nuclear Plant Facilities’’, San Francisco, California, August 22-24, p. 302. American Society of Civil Engineers, 1982, “Fatigue Reliability,” A series of papers prepared by the Committee on Fatigue and Fracture Reliability, J. of Structural Engineering, ASCE, 108(ST1), 3-88. Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use
Transcript

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

139

References and Bibliography

AASHTO LRFD Bridge Design and Construction Specifications (1994), American Association of State Highway and Transportation Officials, Washington, DC.

ABS, 2002. “Guidance Notes on Spectral-based Fatigue Analysis for Floating Production, Storage and Offloading (FPSO) Systems.

Adams. T. and Stevenson, J., 1997, “Differential Design and Construction Cost of Nuclear Power Plant Piping Systems as a Function of Seismic Intensity and Time Period of Construction,” Welding Research Council Bulleting 426, November 1997.

Allen, D. E., 1975. “Limit State Design – A Probabilistic Study,” Canadian J. of Civil Engineering, 2(1), 36-49.

American Association of State Highway and Transportation Officials, 1994. ‘‘LRFD Bridge Design Specifications,’’ Customary U.S. Units, 1st Edition, AASHTO, 444 North Capitol Street, N.W. Suite 249 Washington, D.C. 20001.

American Institute for Steel Construction, “Essentials of LRFD, An Overview of LRFD as found in Phase 2 of the Manual of Steel Construction”, and three part series in Modern Steel Construction, part 1, June 1995, pp. 24-29, part 2, July 1995, pp.38-44, part 3, August 1995, pp. 38-42

American Institute for Steel Construction, 1994, “Load and Resistance Factor Design,” Manual of Steel Construction, American Institute of Steel Construction, Chicago, IL.

American Institute for Steel Construction, 2003, “Load and Resistance Factor Design Specification for Safety Related Steel Structures for Nuclear Facilities,” ANSI/AISC N6906-03, American Institute of Steel Construction, Chicago, IL.

American Petroleum Institute, 1989, “Draft Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms¾Load and Resistance Factor Design,” API RP2A-LRFD, American Petroleum Institute, Dallas, TX.

American Petroleum Institute, 1993, “Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms- Load and Resistance Factor Design,’’1st edition, ANSI, API RP2A-LRFD-93, American Petroleum Institute, Dallas, TX.

American Society for Metals, 1961. “Metals Handbook,” 8th edition, Vol. 1, Metals Handbook Committee, ASM, Metals Park, Novelty, Ohio.

American Society of Civil Engineers, Structural Division Committee on Nuclear Structures and Materials, SMiRT-4, 1977, “International Seminar on Probabilistic and Extreme Load Design of Nuclear Plant Facilities’’, San Francisco, California, August 22-24, p. 302.

American Society of Civil Engineers, 1982, “Fatigue Reliability,” A series of papers prepared by the Committee on Fatigue and Fracture Reliability, J. of Structural Engineering, ASCE, 108(ST1), 3-88.

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

140

American Society of Civil Engineers, 1982. “Fatigue Reliability,” A series of papers prepared by the Committee on Fatigue and Fracture Reliability, J. of Structural Engineering, ASCE, 108(ST1), 3-88.

American Society of Civil Engineers, ASCE 7 - 02, 2003. ‘‘Minimum Design Loads for Buildings and Other Structures,’’ Revision of ASCE 7-98, ASCE.

American Society of Mechanical Engineers, 1992. ‘‘Rules for Construction of Nuclear Facility Components,’’ Boiler and Pressure Vessel Code Section III, ASME.

American Society of Mechanical Engineers, 2002, “Standard For Probabilistic Risk Assessment For Nuclear Power Plant Applications,” ASME RA-S-2002, New York, NY.

American Society of Mechanical Engineers, Code Case N-577-1, Risk-Informed Requirements for Class 1, 2, or 3 piping, Method A, Section XI, Division 1.

American Society of Mechanical Engineers, Code Case N-578-1, Risk-Informed Requirements for Class 1, 2, or 3 piping, Method B, Section XI, Division 1.

American Society of Mechanical Engineers, Code Case N-658, “Risk-Informed Safety Classification for Use in Risk-Informed Repair/Replacement Activities, Section XI, Division 1.”

American Society of Mechanical Engineers, Code Case N-660, “Alternative Repair/Replacement Requirements for Items Classified in Accordance With Risk-Informed Processes, Section XI, Division 1.”

American Society of Mechanical Engineers, Code Case N-XXX, “Acceptance Criteria for Flaws in Ferritic Steel Components 4 In. and Greater in Thickness, Section XI, Division 1.”

American Society of Mechanical Engineers, Code Case OMN-10, Requirements for Safety Significance Categorization of Snubbers Using Risk Insights and Testing Strategies for Inservice Testing of LWR Power Plants.

American Society of Mechanical Engineers, Code Case OMN-11, Requirements for Applying Risk Insights for Inservice Testing of Motor Operated Valves of LWR Power Plants.

American Society of Mechanical Engineers, Code Case OMN-12, Requirements for Applying Risk Insights for Inservice Testing Of Pneumatically- and Hydraulically-Operated Valve Assemblies of LWR Power Plants.

American Society of Mechanical Engineers, Code Case OMN-3, Revision 1, Requirements for Safety Significance Categorization of Components Using Risk Insights for Inservice Testing of LWR Power Plants.

American Society of Mechanical Engineers, Code Case OMN-4, Requirements for Applying Risk Insights for Inservice Testing of Check Valves of LWR Power Plants.

American Society of Mechanical Engineers, Code Case OMN-7, Requirements for Applying Risk Insights for Inservice Testing of Pumps of LWR Power Plants.

American Society of Mechanical Engineers, Risk-Informed Inservice Inspection and Inservice Testing Code Cases, 1996-2001.

Armenákas, A. E., 2006, “Advanced Mechanics of Materials and Applied Elasticity,” CRC Press.

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

141

Ang , A. H-S., Tang, W. H., 1990, “Probability Concepts in Engineering Planning and Design,” Vol. II, Decision, Risk, and Reliability, John Wiley & Sons, NY.

Ang, A. H -S., Tang, W., 1984, “Probability Concepts in Engineering Planning and Design,” Volume II, John Wiley and Sons, New York.

Ang, A. H-S., Munse, W. H., 1975 “Practical Reliability Basis for Structural Fatigue,” ASCE National Structural Engineering Conference, April 14-18, Preprint No. 2494.

Ang, A. H-S., 1977. “Basis for Reliability Approach to Structural Fatigue,” Proceedings of the Second International Conference on Structural Reliability and Safety, 97-114.

Asada, T., 2002, Presentation on System-Based Code, ASME Board on Nuclear Codes and Standards Committee, February 2002.

Assakkaf, I. A., 1998. "Reliability-based Design of Panels and Fatigue Details of Ship Structures," A dissertation submitted to the Faculty of the Graduate School of the University of Maryland, College Park in partial fulfillment of the requirements for the degree of Doctor of Philosophy.

Assakkaf, I.A. and Ayyub, B.M., 1995. “Reliability-based Design of Unstiffened Panels for Ship Structures,” Proceedings of ISUMA-NAFIPS’95, University of Maryland, College Park, 692-697, September.

ASTM, Data Series DS 5S2, 1969, “An Evaluation of the Yield, Tensile, Creep, and Rupture Strengths of Wrought 304, 316, 321, and 347 Stainless Steels at Elevated Temperatures,” prepared for the Metals Properties Council by Smith, G. V.

Ayyub, B. M. and McCuen, R. H., 2003. Probability, Statistics And Reliability For Engineers and Scientists, CRC Press, FL.

Ayyub, B.M., and Atua, K., 1996. “Development of LRFD Rules for Naval Surface Ship Structures: Reliability-based Load and Resistance Factor Design Rules, Part I – Hull Girder Bending,” Naval Surface Warfare Center, Carderock Division, U. S. Navy.

Ayyub, B.M., Assakkaf, I., and Atua, K., 1998. “Development of LRFD Rules for Naval Surface Ship Structures: Reliability-based Load and Resistance Factor Design Rules, Part III – Stiffened and Gross Panels,” Naval Surface Warfare Center, Carderock Division, U. S. Navy.

Ayyub, B.M., Assakkaf, I., Atua, K. I., Melton, W., and Hess, P., 1997. “LRFD Rules for Naval Surface Ship Structures: Reliability-Based Load and Resistance Factor Design Rules,” US Navy, Naval Sea System Command, Washington, DC.

Ayyub, B.M., Assakkaf, I., Atua, K., Engle, A., Hess, P., Karaszewski, Z., Kihl, D., Melton, W., Sielski, R.A., Sieve, M., Waldman, J., and White, G. J. 1998. “Reliability-based Design of Ship Structures: Current Practice and Emerging Technologies,” Research Report to the US Coast Guard, SNAME, T & R Report R-53.

Ayyub, B.M., Assakkaf, I.A., and Atua, K.I., 2000. “Reliability-Based Load and Resistance Factor Design (LRFD) of Hull Girders for Surface Ships.” Journal of Naval Engineers, Vol. 112, No. 4, July.

Ayyub, B.M., Assakkaf, I.A., and Atua, K.I., 2000. “Reliability-Based Load and Resistance Factor Design (LRFD) of Hull Girders for Surface Ships.” Journal of Naval Engineers, Vol. 112, No. 4, July.

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

142

Ayyub, B.M., Beach, J., and Packard, T., 1995. "Methodology for the Development of Reliability-Based Design Criteria for Surface Ship Structures," Naval Engineers Journal, ASNE, 107(1), Jan., 45-61.

AWWA Manual M11, 2004 “Steel Pipe – A Guide for Design and Installation,” Fourth Edition Bai, Y. and Song, R., 1997, “Fracture Assessment of Dented Pipes with Cracks and Reliability-

Based Calibration of Safety Factors,” Int. J. Pres. Ves. and Piping,” Vol. 74, pp. 221-229. Balkey, K., Ayyub, B.M., Gore, B., Simonen, F., Harris, D., Smith, H., Karydas, D., 1990.

"Risk-Based Inspection Guidelines - A Quantified Process to Supplement Engineering Judgment," Mechanical Engineering, ASME, March 1990, 68-74.

Balkey, K.R., Abramson, L., Ayyub, B.M., Vic Chapman, O.J., Gore, B.F., Harris, D.O., Karydas, D., Mauney, D.A., Phillips, J.H., Simonen, F.A., Smith, H., Smith, L.G., Tomes, C.A., and Vo, T.V., 1994. "Risk-Based Inspection - Development of Guidelines, Volume 3 - Fossil Fuel-Fired Electric Power Generating Station Applications," CRTD - Vol. 20-3, The American Society of Mechanical Engineers, Washington, DC.

Balkey, K.R., Ayyub, B.M., and Chapman, O.J.V., 1992. "International Risk-Based Inspection Technology Development," Winter Annual Meeting of the American Society of Mechanical Engineers, Anaheim, CA, November 8-13, 1992, 92-WA/SAF-6.

Balkey, K.R., Ayyub, B.M., Vic Chapman, O.J., Gore, B.F., Harris, D.O., Phillips, J.H., Krishnan, F.A., Karydas, D., Simonen, F.A., Smith, H., and Vo, T.V., 1993. "Risk-Based Inspection - Development of Guidelines, Volume 2 - Part 1 Light Water Reactor Nuclear Power Plant Components," CRTD - Vol. 20-2, The American Society of Mechanical Engineers, also NUREG/GR - 0005 Vol. 2 - Part 1 by Nuclear Regulatory Commission, Washington, DC.

Balkey, K.R., Ayyub, B.M., Vic Chapman, O.J., Gore, B.F., Harris, D.O., Karydas, D., Simonen, F.A., and Smith, H., 1991. "Risk-Based Inspection - Development of Guidelines, Volume 1 - General Document," CRTD - Vol. 20-1, The American Society of Mechanical Engineers, also NUREG/GR - 0005 Vol. 1 by Nuclear Regulatory Commission, Washington, DC.

Balkey, K.R., Simonen, F.A., Gold, J., Ayyub, B.M., Abramson, L., Vic Chapman, O.J., Gore, B.F., Harris, D.O., Mauney, D., McNeill, A., Phillips, J.H., Siu, N., Smith, H., Smith, L., Tomes, C.A., and Vo, T.V., 1998. "Risk-Based Inspection - Development of Guidelines, Volume 2 - Part 2 Light Water Reactor Nuclear Power Plant Components," CRTD - Vol. 20-4, The American Society of Mechanical Engineers, Washington, DC.

Barnes, R.W., Harris, D.O., Hill, R.S., Stevenson, J.D., 2000, “Demonstration of Risk-Informed Design Procedures for the ASME Nuclear Code,” ICONE8-8256, April 2-6, 2000, Baltimore, MD.

Belke L., 1983, “A simple Approach for Failure Bending Moments of Straight Pipes,” Nuclear Engineering and Design, Vol. 77, 1-5, North Holland, Amsterdam.

Benjamin, M. Ma, 1983. ‘‘Nuclear Reactor Materials and Applications,’’ New York, Van Nostrand Reinhold Co.

Bishop, BA and Phillips, J.H., 1993 “Prioritizing aged piping for inspection using a simple probabilistic structural analysis model,” PVP, Vol. 251, Reliability and Risk in Pressure Vessels and Piping, ASME.

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

143

Brust, F.W., Scott, P., Rahman, S., Ghadiali, N., Kilinski, T., Francini, B., Marschall, C.W., Miura, N., Krishnaswamy, P., and Wilkowski, G.M., 1994, “Assessment of Short Through-Wall Circumferential Cracks in Pipes,’’ Prepared for U.S.N.R.C., NUREG/CR-6235.

Canadian Standard Association (CSA), 1974, “Steel Structures for Building – Limit State Design,” CSA Standard No. S16.1.

Cardarelli, Francois, 1999, “Materials Handbook: A Concise Desktop Reference,” Springer-Verlag, London

Casciati, F.and Faravelli L., 1982, “Load Combination by Partial Safety Factors,” Nuclear Engineering and Design, Vol. 75, pp. 439-452

Casciati, F., 1983, “Partial Safety Factors for Combined Loading,” Transactions of the International Conference on Structural Mechanics in Reactor Technology, pp. 57-64

Chopra, O.K. and Shack, W,J., 1998, “Low-cycle Fatigue of Piping and Pressure Vessel Steels in LWR Environments,” Nuclear Engineering and Design, 184 pp. 49-76.

CEB, 1976. “Common Unified Rules for Different Types of Construction and Materials,” 3rd draft, Bulletin d’Information No. 116-E, Comité Européen du Béton, Paris

CIRIA 63, 1977, “Rationalisation of Safety and Serviceability Factors in Structural Codes,” CIRIA, Construction Industry Research and Information Association, 6 Storey’s Gate, London, SWIP 3AU, Report 63.

Cornell, C. A., 1969. “A Probability Based Structural Code,” J. of American Concrete Institute, 66(12), 974-985.

Crocker, S., King, R. C., 1967. ‘‘Piping Handbook,’’ 5th edition, McGraw-Hill, New York CSA, 1974. “Steel Structures for Building – Limit State Design,” CSA Standard, No. S16.1,

Canadian Standard Association. Davis, G., Golay, M., 2001, “NERI Project on Risk-Informed Regulation,” presented at ACRS

Workshop on Regulatory Challenges for Future Nuclear Power Plants, June 5, 2001. Davis, J. R., 1996. ‘‘Carbon and Alloy Steels,’’ ASM Specialty Handbook. Davis, J. R., 2000. ‘‘Alloy Digest Sourcebook, Stainless Steels,’’ ASM International. Division of Engineering Office of Regulatory Research, 1988. ‘‘Piping Research Program

Plan,’’ NUREG-1222. Ellingwood, B., 1994. ‘‘Validation of Seismic Probabilistic Risk Assessments of Nuclear Power

Plants,’’ NUREG/GR-0008 Ellingwood, B., 1995. ‘‘Event Combination Analysis for Design and Rehabilitation of U. S.

Army Corps of Engineers Navigation Structures,’’ WES ITL-95-2, U. S. Army Corps of Engineers.

Ellingwood, B, Bhattacharya, B., and Zheng, R., 1996, “Reliability-Based Condition Assessment of Steel Containment and Liners,” NUREG/CR-5442, Prepared for U.S. Nuclear Regulatory Commission.

Ellingwood, B., 1999. Personal Communication with Bilal M. Ayyub on Cost Benefit Analysis of Reliability-Based LRFD.

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

144

Ellingwood, B., Galambos, T. V., MacGregor, J. G., and Cornell, C. A., 1980. “Development of a probability Based Load Criterion for American National Standard A58,” U.S. Department of Commerce, Washington, DC, Special Publication No. 577.

Ellingwood, B., Galambos, T.V., MacGregor, J.C., and Cornell, C.A., 1982b, “Probability Based Load Criteria Load Factors and Load Combinations,” Journal of the Structural Division, ASCE, Vol. 108, ST5, pp. 978-997.

Ellingwood, B., Galambos, T.V., MacGregor, J.C., and Cornell, C.A., 1982a, “Probability Based Load Criteria Assessment of Current Design Practices,” Journal of the Structural Division, ASCE, Vol. 108, No. ST5, pp. 959-977.

EN (EUROCODE), 1990, “Basis of Structural Design” by, Gulvanessian, H., Calgaro, J. A., and Holicky, M., Thomas Telford, 2002.

Energy and Process Corp., A Ferguson Sub., 2146 Flintstone Dr., Bldg. B, Tucker, GA, 30084 5091,USA, Tel: 800-486-7550.

Federal Register November 2, 2001, 55731-55816, Vol.66, No. 213, 10 CFR Part 63, Disposal of High-Level Radioactive Wastes in a Proposed Geologic Repository at Yucca Mountain, NV.

Federal Register November 29, 2001, 59546, Vol. 66, No. 230, 10 CFR Part 50, Risk-Informed Treatment of Structures, Systems and Components (SSCs).

Freundenthal, A.M., 1947, “Safety of Structures,” Transactions of the ASCE, Vol. 112, pp. 125-180.

Galambos, T. V. and Ravindra, M. K., 1978. “Properties of Steel for Use in LRFD,” Journal of the Structural Division, ASCE, 104(ST9), 1459-1467.

Gerdeen, J. C., Rodabaugh, E. C. and O’Donnell, W. J., 1979, “A Critical Evaluation of Plastic Behavior Data and A Unified Definition of Plastic Loads for Pressure Components,” Welding Research Council Bulletin, Bulletin No. – 254, November, 1979.

Ghiocel, D.M., Wilson, P., and Stevenson, J.D., 1995, “Structural Fragility of a Nuclear Power Plant Reactor and Containment Using Finite Element Computational Models”, AIAA/ASME/ASCE Conference on Structures, Structural Dynamics and Materials, New Orleans, April 1995.

Gorman, Bergman, L.A., and Stevenson, J.D. 1980, “Probability of Failure of Piping Designed to Seismically Induce Upset Emergency and Faulted Condition (Service Levels B,C and D) ASME Code Limits”, Nuclear Engineering and Design, Vol. 57, 1980

GP COURSEWARE, (Firm), 1982. ‘‘Reactor Plant Materials,’’ Division of GP Publishing, Inc. Gulvanessian, H., Calgaro, J.A., Holicky, M., 2002, “Designers’ Guide to EN 1990 Eurocode:

Basis of Structural Design,’’ Thomas Telford Publishing. Gupta, A, Gupta, A. K., 1995. ‘‘Application of new developments in coupled seismic analysis of

piping systems,’’ Transactions of the 13th International Conference of Structural Mechanics in Reactor Technology, Porto Allegre, Brazil, August.

Gupta, A., Choi, B., 2003, “Reliability Based Load and Resistance Factor Design for Piping: an Exploratory Case Study,” Nuclear Engineering and Design, Vol. 224, 161-178.

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

145

Haldar, A. and Mahadevan, S., 2000. “Probability, Reliability and Statistical Methods in Engineering Design,” John Wiley & Sons, Inc., New York

Hasofer, A.M. and Lind, N.C., 1974, “Exact and Invariant Second Moment Code Format,” Journal of Engineering Mechanics, ASCE, Vol. 100, No. EM1, pp. 111-121.

Hearn E.J., 1985, “Mechanics of Materials,” Second Edition, Pergamon Press Ltd, NY. Higuchi, M., Iida, K., Asada, Y., 1995, “Fatigue and Crack Growth; Environmental Effects,

Modeling Studies, and design considerations,” Yukawa, S., Editor, Vol . PVP-306, ASME, N.Y., 111-116

Higuchi, M., Iida, K., 1991, “Fatigue strength correction factors for carbon and low-alloy steels in oxyben-containing high-temperature water,” Nuclear Engineering and Design, 129, pp.293-306

Hwang, H., Wang, P.C., Shooman, M. and Reich, M., 1983 “A Consensus Estimation Study of Nuclear Power Plant Structural Loads,” NUREG/CR-3315.

Hwang, H., Wang, P.C. and Reich, M., 1983 “Probabilistic Models for Operational and Accidental Loads on Seismic Category I Structures,” NUREG/CR-3342.

Hwang, H., Ellingwood, B., Shinozuka, M., Reich, M., 1987 “Probability-Based Design Criteria for Nuclear Plant Structures,” Journal of Structural Engineering, Vol. 113, No 5, pp. 925-942.

Jiao, G., Mork, K.J., Bruschi, R., and Sotberg, T., 1997a “The Superb Project: Reliability Based Design Procedures and Limit State Design Criteria for Offshore Pipelines,” Proceedings of the 16th International Conferences on Offshore Mechanics and Arctic Engineering, April.

Kannappan, S., 1986, “Introduction to Pipe Stress Analysis,” John Wiley & Sons Inc. Kennedy, R. P., 1997, “Using Component Test Data to Assist in Establishing Code Criteria to

Achieve the Desired Seismic Capacity Margin,” Technical Report, PRK Consulting, Yorba Linda, CA, September 1997.

Kulicki, J. M., 1999, Recommendations on the Adaptation of the NCHRP 12-38 Specifications for Steel Curved-Girder Bridges for Inclusion in the AASHTO LRFD Specifications, Workshop Report, National Cooperative Highway Research Program, Transportation Research Board, National Research Council, Washington, DC, performed by Modjeski and Masters, Inc., Harrisburg, PA.

Kumamoto, H., and Henley, E.J., 1996. “ Probabilistic Risk Assessment and Management for Engineers and Scientists,” Second Edition, IEEE Press, New York.

Lamit, Louis Gary, 1981. ‘‘Piping Systems, Drafting and Design,’’ Prentice Hall, Inc., Englewood Cliffs, N.J. 07632.

Lange, C.H., 1996, “Probabilistic Fatigue Methodology and Wind Turbine Reliability”, Sandia National Laboratory Contractor Report SAND96-1246, Albuquerque, New Mexico, May 1996

Larson, L. D., Stokey, W. F. and Frangen, W. E., 1975, “An approximate Model for an Elatic-Plastic Pipe Element Under Combined Loading,” Transactions of ASME, Journal of Pressure Vessel Technology, February 1975, pp. 22- 28.

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

146

Legerer, F., 1970. “Code Theory – A New Branch of Engineering Science,“ in N. C. Lind (ed.), Structural Reliability and Codified Design, SM Study No. 3, University of Waterloo, Waterloo, Ontario, 113-127.

Lind, N. C., 1969. “Deterministic Formats for the Probabilistic Design of Structures,“ in N. Kachaturian (ed.), An Introduction to Structural Optimization, SM Study No. 1, University of Waterloo, Waterloo, Ontario, 121-142.

Lind, N. C., 1972. Theory of Codified Structural Design, University of Waterloo, Waterloo, Ontario.

Lynch, C. T., 1989. ‘‘Practical Handbook of Materials Science,’’ CRC Press. MacDonald, D. D., Cragnolino G.A., 1989 “Corrosion of Steam Cycle Materials,” The ASME

Handbook on Water Technology for Thermal Power Systems, Cohen, P., Editor-in-Chief, p.673.

MacGregor, J. D., 1976. “Safety and Limit State Design for Reinforced Concrete,” Canadian J. of Civil Engineering, 3(4), 484-513.

Madsen, H. O., Krenk, S., and Lind, N. C., 1986, Methods of Structural Safety, Prentice-Hall, Englewood Cliffs, New Jersey.

Mansour, A. E., Jan, H. Y., Zigelman, C. I., Chen, Y. N., Harding, S. J., 1984. “Implementation of Reliability Methods to Marine Structures,” Trans. Society of Naval Architects and Marine Engineers, Vol. 92, 11-20.

Mansour, A. E., Wirsching, P. H., White, G., and Ayyub, B. M., 1996. “Probability-Based Ship Design: Implementation of Design Guidelines,” SSC 392, NTIS, Washington, D.C., 200 pages.

Marschall, C.W., Landow, M.P. and Wilkowski, G.M., 1993, “Loading Rate Effects on Strength and Fracture Toughness of Pipe Steels Used in Task 1 of the IPIRG Program,” NUREG/CR-6098.

Matzen, V. C. and Tan, Y., 2002, “Using Finite Element Analysis to Determine Piping Elbow Bending Moment (B2) Stress Indices,” Welding Research Council Bulletin, Bulletin No. – 472, June, 2002.

Melchers, R. E., 1987. Structural Reliability: Analysis and Prediction. Ellis Horwood Limited and John Wiley & Sons, New York.

Mello, R. M. and Griffin, D. S., 1974, “Plastic Collapse Loads for Pipe Elbows Using Inelastic Analysis,” Journal of Pressure Vessel Technology, ASME, No.74-PVP-16, pp.177-183.

Moses, F. and Stevenson, J.D. 1970, “Reliability Based Structural Design”, Journal Structural Division, ASCE, Vol. 96, No. St. 2, Proc. Paper 7072, Feb. 1970

Moses, F., 1985, “Implementation of a Reliability-Based API RP2A Format,” Final Report, API PRAC 83-22, American Petroleum Institute.

Moses, F., 1986, “Development of Preliminary Load and Resistance Design Document for Fixed Offshore Platforms,” Final Report, API-PRAC 95-22, American Petroleum Institute.

Nakai, Y., Kurahasi, H. and Totsuka, N., 1982, “Hydrostatic Burst Test of Pipe with HIC,” International Corrosion Forum, March 22-26, Houston, Texas.

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

147

National Research Council (NRC), 1989. “ Improving Risk Communication,” National Academy Press, Washington, D.C.

National Research Council of Canada, 1977, National Building Code of Canada, Ottawa. Nayyar, M .L., 2000. ‘‘Piping Handbook,’’ 7th edition, McGraw – Hill, New York. Nessin, M., Zimmerman, T., Glover, A., McLamb, M., Rothwell, B.and Zhou, J., “Reliability-

Based Limit States Design for Onshore Pipelines,” Proceedings of ICP 2002, Calgary, Alberta, Canada, ICP2002-27125.

Nordic Committee on Building Regulation, 1978. “Recommendation for Loading and Safety Regulations for Structural Design, NKB-Report No. 36, November 1978.

Novak, A.S. and N.C. Lind, N.C, “Probability-Based Design Codes”, Probabilistic Structural Mechanics Handbook, edited by S. Sundararajan, chapter 15, pp. 331-351

Nowak, A. S., 1993. "Calibration of LRFD Bridge Design Code," Department of Civil and Environmental Engineering Report UMCE 92-25, University of Michigan, NCHRP 12-33.

Prager, W., 1952, “The General Theory of Limit Design,” Proceedings of 8th International Congress on Applied Mechanics, Vol.2, pp.65-72, Istanbul, 1952.

Pretorius, J., Van Der Merwe, P., Van Der Berg, P., 1996, “Burst Strength of Type 304L Stainless Steel Tubes Subjected to Internal Pressure and External Forces,” Thirteen International Specialty Conference on Cold-Formed Steel Structures, St. Louis, Missouri, U.S.A., October 17-18.

Prost, J.P., Taupin Ph. and Delidais, M., 1983, “Experimental Study of Austenitic Stainless Steel Pipes and Elbows under Pressure and Moment Loadings,” Transactions of the International Conference on Structural Mechanics in Reactor Technology, pp. 381-385.

Rackwitz, R. and Fiessler, B., 1978, “Structural Stability Under combined Random Load Sequences”, Computers and Structures, Vol. 9, pp. 489-494.

Rajdeep Metals, 526 Duncan Road, 2nd Floor, Office #36, near Gulalwadi Circle, Mumbai-400004, Tel:00-91-22-23898428, http://www.rajdeepmetals.com/generally_piping.htm.

Ravindra, M.K., Su, T.Y., Won, D.J., Schwartz, M.W., 1981, “Development of Load Combinations for Design of Nuclear Components: Applications of Probabilistic Methodology,” Transactions of the International Conference on Structural Mechanics in Reactor Technology, Paris, France, Vol. J(b) , J6/7, August, 17-21.

Ravindra, M.K., and Galambos, T.V., 1978, “Load and Resistance Factor Design for Steel,” Journal of Structural Engineering, ASCE, 104(9), 1337-1353.

Rawls, G. B., Wais, E. A. and Rodabaugh, E. C., 1992, “Evaluation of the Capacity of Welded Attachments to Elbows as Compared to the Methodology of ASME Code Case N-318,” PVP-Vol. 237-2, Seismic Engineering, Volume 2, ASME.

Regulatory Guide 1.60, 1973. ‘‘Design Response Spectra for Seismic Design of Nuclear Power Plants,’’ Atomic Energy Division.

Reich, M. and Hwang, H., 1984 “Probability-Based Load Combinations for Design of Category I Structures – Overview of Research Program and Recent Results,” Nuclear Engineering and Design V. 79, 129-135.

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

148

Roberts, A. J. T., 1981. ‘‘Structural Materials in Nuclear Power Systems,’’ New York, Plenum Press.

Rodabaugh, E. C. and Moore, S. E., 1978, “Evaluation of the Plastic Characteristics of Piping Products in Relation to ASME Code Criteria,” USNRC NUREG Report No. NUREG/CR-0261, July, 1978.

Rodabaugh, E. G., 1984. ‘‘Sources of Uncertainty in the Calculation of Loads on Supports of Piping Systems,’’ Work performed for U.S. Nuclear Regulatory Commission, Office of Nuclear Regulatory Research, NUREG / CR – 3599.

Ross, P. J., 1988, Taguchi Techniques for Quality Engineering, McGraw Hill, New York. Rowe, W.D., 1977, An Anatomy of Risk, John Wiley & Sons, New York Schroeder, J. and Tugcu, P., 1978, “Plastic Instability of Pipes and Tees Exposed to External

Couples,” Welding Research Council Bulletin No. 238, June 1978. Shah, N.J. 2004. “Current Piping Design,” A presentation to the ASME LRFD Task Force,

ASME. Scott, P., Wilson, M., Olson, R., Marschall, C., Schmidt, G. and Wilkowski, G., 1994, “Stability

of Cracked Pipe Under Inertial Stresses,” Subtask 1.1 Final Report, NUREG/CR-6233, BMI-2177, Vol. 1.

Shinozuka, M. and Yao, J.T.P.eds., 1981, “Probabilistic Methods in Structural Engineering,” ASCE Specialty Conference Proceedings, October 1981

Sikka, V.K and Booker, M.K., 1976, “Assessment of Tensile and Creep Data for Types 304 and 316 Stainless Steel,” ASME, Pressure Vessels and Piping Conference, Mexico City, Mexico, September 19-24.

Simmons, W.F. and Cross, H.C., 1955, “Elevated-Temperature Properties of Carbon Steels,” ASTM Special Technical Publication No 180, American Society for Testing Materials.

Siu, W.W.C., Parimi, S.R., and Lind, N.C., 1975, “Practical Approach to Code Calibration,” Journal of the Structural Division, ASCE, Vol. 101, No. ST7, pp. 1469-1480

Sotberg, T. and Leira B.J., 1994, “Reliability-Based Pipeline Design and Code Calibration,” Vol. V, OMAE, Pipeline Technology.

Staat, M., 2004, “Plastic Collapse Analysis of Longitudinally Flawed Pipes and Vessels,” Nuclear Engineering and Design, Vol. 234, 25-43.

Stancampiano, P.A. and Zemanick, P.P.,1976, “Estimates of the Burst Reliability of Thin-walled Cylinders Designed to Meet the ASME Code Allowables,” International Joint Pressure Vessels and Piping and Petreleum mechanical Engineering Conference, Mexico City, Mexico, September.

Steele, R. Jr., Nitzel, M. E., 1992. ‘‘Piping System Response During High – Level Simulated Seismic Tests at the Heissdampfreaktor Facility, (SHAM Test Facility),’’ Prepared for the Division of Engineering Office of Nuclear Regulatory Research, Contract No. DE - AC07 – 761D01570, NUREG / CR – 5646.

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

149

Stevenson, J. D., Harris, D. O., Hill, R. S, 1999. ‘‘Analysis of the Reliability of Piping Designed to ASME Boiler and Pressure Vessel Code Allowables,’’ Report submitted to ASME Working Group on Piping Design, ASME.

Stevenson, J.D., 1979 “Probabilistic Analysis of Nuclear Containment Structures to Resist Seismic Loads”, Proceedings of the ASCE Specialty Conference on Design of Nuclear Plant Facilities, April 1979

Stewart, G., Klever, F.J. and Ritchie, D., 1994, “An Analytical Model to Predict the Burst Capacity of Pipelines,” OMAE, Pipeline Technology, Vol. V

Stewart, G., Roberts, C., Matheson, I. and Carr, M. “Reliability Based Design Optimization of a “No Burst” High Pressure Pipeline,” 21st International Conference on Offshore Mechanics and Arctic Engineering, June 23-28, Oslo, Norway.

Stoner, K.J., Sindelar, R.L., Caskey G.R., Jr., 1991,“Reactor Materials Program-Baseline Material Property Handbook-Mechanical Properties Of 1950’s Vintage Stainless Steel Weldment Components (U),” Task Number: 89-023-A-1, Savannah River Laboratory, Aiken, SC 29808.

Stubbe, E.J., VanHoenacker, L., Otero, R., 1994, “RELAP5/MOD3 Assessment for Calculation of Safety and Relief Valve Discharge Piping Hydrodynamic Loads,” International Agreement Report, NUREG/IA-0093

Touboul F., Sollogoub, P. and Blay N., 1999, “Seismic behavior of piping systems with and without defects: experimental and numerical evaluations,” Nuclear Engineering and Design, Vol. 192, pp. 243-260

Turkstra, C. J., 1970. “Theory of Structural Design Decisions Study No. 2,” Solid Mechanics Division, University of Waterloo, Waterloo, Ontario.

Ukrainian Industrial Energetic Company, Ukraine, Kiev, UK Fax: + 44870160-6954, www.geocities.com/ferroslav/fother.html, e-mail: [email protected]

Veneziano, D., 1976. “Basic Principles and Methods of Structural Safety,” Bulletin d’Information No. 112, Comité Européen du Béton, Paris, 212-288.

Wais, E. A., 1995, “Recent Changes to ASME Section III Welded Attachments (Lugs) Code Cases,” PVP-Vol.313-2, International Pressure Vessels and Piping Codes and Standards: Volume 2 – Current Perspectives, ASME, pp. 29-31.

Ware A.G., 1995, “Estimates of Margins in ASME Code Strength Values for Stainless Steel Nuclear Piping,” Idaho National Engineering Laboratory.

Wellinger, K, Sturm, D., 1971, “Festigkeits Verhalten von Zylindrischen Hohlkörpern,” Fortschr. Ber. VDI-Z, Reiche 5, Nr. 13, VDI-Verlag, Düsseldorf.

Wesley, D.A., 1993, “Interfacing Systems LOCA (ISLOCA) Component Pressure Capacity Methodology and Typical Plant Results,” Nuclear Engineering and Design Vol. 142, 209-224.

White, G.J. and B.M. Ayyub 1987,“Reliability-Based Design Format for Marine Structures”, Journal of Ship Research, Vol. 31, March 1987, pp. 60-69.

Woodruff, E. B., Lammers, H.B. and Lammers T.F., 1998. ‘‘Steam Plant Operation,’’ 7th edition, New York, McGraw-Hill.

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

150

Zhao, Yong, 1994. ‘‘Random vibration for seismic analysis of multiply supported nuclear piping,’’ Dissertation Thesis, Case Western Reserve University.

Zimmerman, T.J.E., Cosham, A., Hopkins, P., and Sanderson, N., 1998, “Can Limit States Design be Used to Design a Pipeline above 80% SMYS,” Proceedings of the 17th International Conference on Offshore Mechanics and Arctic Engineering, OMAE98-902, Lisbon, Portugal, July.

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

151

Appendix A. Selected Limit States In ASME Code

The following tables summarize the limit states equations according to ASME Code Section III for dead loads, sustained loads, internal pressure and seismic loads, without thermal loads:

Design Condition

Class 2 (NC3600, 1992 edition)

Class 3 (ND3600, 1992 edition)

B31.1 (1992 Edition)

Design Condition

NC3652 Eq. 8 (NC-3652): Load combination: SSL = B1 (PDo)/(2tn) + B2 (MA)/Z Strength Limit: 1.5Sh

Same as Class 2 104.8.1 Eq. 11A Effects of pressure, weight and sustained loads: Load combination: SL = (PDo)/(4tn)+0.75i(MA/Z) Strength Limit: 1.0Sh

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

152

Design Condition

Class 2 (NC3600, 1992 edition)

Class 3 (ND3600, 1992 edition)

B31.1 (1992 Edition)

Level A & B Service Limits

NC3653 Eq. 9 (NC-3653.1) with: Load combination: SOL = B1(PmaxDo)/(2tn)+B2(MA+MB)/Z Strength Limit: Smaller of 1.8Sh or 1.5Sy Eq. 10 (NC-3653.2 (a)) for thermal expansion with Load combination: SE = iMC/Z Strength Limit: SA = f(1.25Sc +Sh) Eq. 10a (NC-3653.2(b)) for nonrepeated anchor movement with Load combination: iMD/Z Strength Limit: 3.0Sc Eq. 11 (NC-3653.2 (c)) with pressure, weight and sustained loads: Load combination: STE = (PDo)/(4tn)+0.75i(MA/Z) +i(MC/Z) Strength Limit: Sh + SA

Same as Class 2 Except Eq. 11a allowable value = 3. 0SA ( This can be an error)

104.8.2 Eq. 12A Effects of pressure, weight, sustained and occasional loads: Load combination: (PDo)/(4tn)+0.75i(MA/Z) + 0.75i(MB/Z) Strength Limit: kSh k = 1.15 for occasional loads acting 10% of any 24 hr operating period. (See Para 102.2.4) k = 1.2 for occasional loads acting 1% of any 24 hr operating period. (See Para 102.2.4) 104.8.3 Eq. 13Afor thermal expansion with Load combination: SE = iMC/Z Strength Limit: SA + f(Sh - SL) SA = f(1.25Sc +Sh)

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

153

Design Condition

Class 2 (NC3600, 1992 edition)

Class 3 (ND3600, 1992 edition)

B31.1 (1992 Edition)

Level C NC3654 - (Condition of Eq. (9) for Service Loadings for Level C) Eq. 9 (NC-3652) with: Load combination: S = B1(PmaxDo)/(2tn)+B2(MA+MB)/Z Strength Limit: Smaller of 2.25Sh or 1.8Sy

Same as Class 2 Emergency condition? (Cannot find a reference) Load combination: (PDo)/(4tn)+0.75i(MA/Z) + 0.75i(MB/Z) Strength Limit: 1.8Sh

Level D NC3655 (Condition of Eq. (9) for Service Loadings for Level D) Eq. 9 (NC-3653.1) with: Load combination: S = B1(PmaxDo)/(2tn)+B2(MA+MB)/Z Strength Limit: Smaller of 3.0Sh or 2.0Sy

Same as Class 2

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

154

Design Condition

Class 2 (NC3600, 1992 edition)

Class 3 (ND3600, 1992 edition)

B31.1 (1992 Edition)

Definition of Variables

SSL= Stress due to effects of pressure, weight and other sustained mechanical loads SOL= Stress due to effects of pressure, weight, other sustained and occasional loads, including earthquake B1, B2 = Primary stress indices for the specific product under investigation P = internal Design Pressure, psi Do = outside diameter of pipe, in. tn = nominal wall thickness, in. MA = resultant moment loading on cross section due to weight and other sustained loads, in-lb (NC-3653.3) Z = section of modulus of pipe, in3 Sh = basic material allowable stress at Design Temperature, psi Pmax = peak pressure, psi MB = resultant moment loading on cross section due to occasional loads, such as thrusts from relief and safety valve loads from pressure and flow transients and earthquake. For earthquake, use only one-half the range. Effects of anchor displacement due to earthquake may be excluded from Eq. (9) if they are included in Eq.(10) and EQ (11) (NC-3653.2) Sy = material yield strength at temperature consistent with the loading under consideration, psi Sh = material allowable stress at temperature consistent with the loading under consideration, psi Sc = material allowable stress at minimum (cold) temperature, psi MC = range of resultant moments due to thermal expansion, in-lb.; also include moment effects of anchor displacements due to earthquake if anchor displacement effects were omitted from Eq. (9) (NC-3653.1) SE = expansion stress SA = allowable stress range for expansion stresses (NC-3611.2) psi i = stress intensification factor (NC-3673.2) MD = resultant moment due to any single non-repeated anchor movement (e. g. predicted building settlement), in-lb. STE = stress due to pressure, weight, other sustained loads and thermal expansion f = stress range reduction factor for cyclic conditions for total number N of full temperature cycles over total number of years during which system is expected to be in operation, from Table NC-3611.2(e)-1.

Same as Class 2

P = internal Design Pressure, psi Do = outside diameter of pipe, in. tn = nominal wall thickness, in. MA = resultant moment loading on cross section due to weight and other sustained loads, in-lb (Para. 104.8.4)) Z = section of modulus of pipe, in3 i = stress intensification factor (See Appendix in B31.1 code) the product 0.75i shall never be taken as less than 1.0. SL = sum of longitudial stresses due to pressure, weight, and other sustained loads MB = resultant moment loading on cross section due to occasional loads [see Para. 102.3.3(A)], such as thrusts from relief and safety valve loads from pressure and flow transients and earthquake. For earthquake, use only one-half the range. Effects of anchor displacement due to earthquake may be excluded from Eq. (12) if they are included in Eq.(13) (see Para. 104.8.4) MC = range of resultant moments due to thermal expansion. Also include moment effects of anchor displacements due to earthquake if anchor displacement effects were omitted from Eq. (12) (see Para. 104.8.4) f = stress range reduction factor for cyclic conditions for total number N of full temperature cycles over total number of years during which system is expected to be in operation, from Table 102.3.2 (C). SA = allowable stress range for expansion stresses

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

155

Appendix B. Steel Used In ASME Code, Part III

The following Table presents the Specified Minimum Yield Strength (SMYS) and the Specified Minimum Tensile Strength (SMTS) of steels used in the ASME Code, Part III, for the design of piping.

SPEC # Gr.,Cl., Ty. Nominal Product UNS # SMYS SMTS Notes Common

Composition (ksi) (ksi) Name

SA-53 Ty S-Gr

A C Stl W&SP K02504 48 30 black & hot-

dipped

Ty S-Gr

B C-Mn Stl K03005 60 35 zinc coated

Ty E-Gr

A C Stl K02504 48 30

Ty E-Gr

B C-Mn Stl K03005 60 35 SA-106 Gr A C-Si Stl SP K02501 48 30

carbon steel pipe

Gr B C-Si Stl K03006 60 35 for high-

temperature Gr C C-Si Stl K03501 70 40 service

SA-134 C Stl WP >=NPS 16

A36, A283, A285, A570

SA-312 Gr TP304 18 Cr-8 Ni Sm&WP S30400 75 30

Gr

TP304H 18 Cr-8 Ni S30409 75 30 Austentic stainless

Gr

TP304L 18 Cr-8 Ni S30403 70 25 steel

Gr

TP304N 18 Cr-8 Ni-N S30451 80 35

Gr

TP304LN 18 Cr-8 Ni-N S30453 75 30

Gr

TP309S 23 Cr-12 Ni S30908 75 30

Gr

TP309Cb 23 Cr-12 Ni-

Cb S30940 75 30

Gr

TP310S 25 Cr-20 Ni S31008 75 30

Gr

TP310Cb 25 Cr-20 Ni-

Cb S31040 75 30

Gr TP316 16Cr-12Ni-

2Mo S31600 75 30

Gr

TP316H 16Cr-12Ni-

2Mo S31609 75 30

Gr

TP316L 16Cr-12Ni-

2Mo S31603 70 25

Gr

TP316N 16Cr-12Ni-

2Mo-N S31651 80 35

Gr

TP316LN 16Cr-12Ni-

2Mo-N S31653 75 30

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

156

SPEC # Gr.,Cl., Ty. Nominal Product UNS # SMYS SMTS Notes Common

Composition (ksi) (ksi) Name

Gr TP317 18Cr-13Ni-

3Mo S31700 75 30

Gr TP321 18 Cr-10 Ni-

Ti S32100 75 30 Sm <3/8in

Gr

TP321H 18 Cr-10 Ni-

Ti S32109 75 30 Sm <3/8in

Gr TP347 18 Cr-10 Ni-

Cb S34700 75 30

Gr TP347

H 18 Cr-10 Ni-

Cb S34709 75 30

Gr TP348 18 Cr-10 Ni-

Cb S34800 75 30

Gr TP348

H 18 Cr-10 Ni-

Cb S34809 75 30

Gr TP XM19

22Cr-13Ni-Mn S20910 100 55

nitronic 50 or 22-13-5

SA-333 Gr 1 C- Mn Stl Sm&WP K03008 55 30

low-temperature

Gr 6 C- Mn-Ci Stl K03006 60 35 service Gr 8 9Ni K81340 100 75 Gr9 2Ni-1Cu K22035 63 46

SA-335 Gr P1 C- 1/2Mo SP K11522 55 30

Gr P2 1/2Cr- 1/2Mo K11547 55 30 ferritic alloy

steel

Gr P5 5Cr- 1/2Mo K41545 60 30 for high-

temperature Gr P9 9Cr- 1Mo K81590 60 30 service

Gr P11 11/4Cr-

1/2Mo-Si K11597 60 30 Gr P12 1Cr- 1/2Mo K11562 60 30 Gr P21 3Cr- 1/2Mo K31545 60 30 Gr P22 21/4Cr- 1Mo K21590 60 30

SA-358 Gr 304 18Cr- 8Ni WP S30400 75 30

Gr 304L 18Cr- 8Ni S30403 70 25 electric-fusion

Gr 304N 18Cr- 8Ni-N S30451 80 35 welded

austentic

Gr

304LN 18Cr- 8Ni-N S30453 75 30 chromium-

nickel Gr 304H 18Cr- 8Ni S30409 75 30 alloy steel pipe

Gr 309 23Cr- 12Ni S30900 75 30 low-

temperature Gr 310 25Cr- 20Ni S31000 75 30 service

Gr 316 16Cr- 12Ni-

2Mo S31600 75 30

Gr 316L 16Cr- 12Ni-

2Mo S31603 70 25

Gr 316H 16Cr- 12Ni-

2Mo S31609 75 30

Gr 316N 16Cr- 12Ni-

2Mo-N S31651 80 35

Gr 316N 16Cr- 12Ni-

2Mo-N S31653 75 30 Gr 321 18Cr-10Ni-Ti S32100 75 30

Gr 347 18Cr-10Ni-

Cb S34700 75 30

Gr 348 18Cr-10Ni-

Cb S34800 75 30

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

157

SPEC # Gr.,Cl., Ty. Nominal Product UNS # SMYS SMTS Notes Common

Composition (ksi) (ksi) Name

Gr XM-

19 22Cr-13Ni-

5Mn S22100 100 55 SA-369 Gr FP1 C-1/2Mo FBP K11522 55 30

Gr FP2 1/2Cr-1/2Mo K11547 55 30 carbon and

ferretic Gr FP5 5Cr-1/2Mo K41545 60 30 alloy steel

Gr FP9 9Cr-1Mo K90941 60 30 for high-

temperature Gr FP11

11/4Cr-1/2Mo-Si K11597 60 30 service

Gr FP12 1Cr-1/2Mo K11562 60 30 Gr FP21 3Cr-1Mo K31545 60 30 Gr FP22 21/4Cr-1Mo K21590 60 30

SA-376

Gr TP304 18Cr- 8Ni SP S30400 75 30

Gr

TP304H 18Cr-8Ni S30409 75 30 austentic steel

pipe

Gr

TP304N 18Cr-8Ni-N S30451 80 35 for high

temperature

Gr

TP304LN 18Cr-8Ni-N S30453 75 30 central station

Gr

TP316 16Cr- 12Ni-

2Mo S31600 75 30 service

Gr

TP316H 16Cr- 12Ni-

2Mo S31609 75 30

Gr

TP316N 16Cr- 12Ni-

2Mo-N S31651 80 35

Gr

TP316LN 16Cr- 12Ni-

2Mo-N S31653 75 30

Gr

TP321 18Cr-10Ni-Ti S32100 75 30 <3/8in

Gr

TP321 18Cr-10Ni-Ti S32100 70 25 >3/8in

Gr

TP321H 18Cr-10Ni-Ti S32109 75 30 <3/8in

Gr

TP321H 18Cr-10Ni-Ti S32109 70 25 >3/8in

Gr

TP347 18Cr-10Ni-

Cb S34700 75 30

Gr

TP347H 18Cr-10Ni-

Cb S34709 75 30

Gr TP 348

18Cr-10Ni-Cb S34800 75 30

SA-409

Gr TP304 18Cr- 8Ni WP S30400 75 30

Gr

TP304L 18Cr-8Ni S30403 70 25 large diameter

Gr

TP316 16Cr-12Ni-

2Mo S31600 75 30 austentic steel

Gr

TP316L 16Cr-12Ni-

2Mo S31603 70 25 for corrosive or

Gr

TP321 18Cr-10Ni-Ti S32100 75 30 high-

temperature

Gr

TP347 18Cr-10Ni-

Cb S34700 75 30 service Gr 18Cr-10Ni-Ti S34800 75 30

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

158

SPEC # Gr.,Cl., Ty. Nominal Product UNS # SMYS SMTS Notes Common

Composition (ksi) (ksi) Name

TP348 SA-426 Gr CP1 C-1/2Mo CCP J12521 65 35 CP1

Gr CP2 1/2Cr-1/2Mo J11547 60 30 Centrfugally

cast CP2

Gr CP5 5Cr-1/2Mo J42045 90 60 ferritic alloy

steel CP5

Gr CP9 9Cr-1Mo J82090 90 60 for high-

temperature CP9

Gr CP11 11/4Cr-1/2Mo J12072 70 40 service CP11

Gr CP12 1Cr-1/2Mo J11562 60 30 CP12 Gr CP21 3Cr-1Mo J31545 60 30 CP21 Gr CP22 21/4Cr-1Mo J21890 70 40 CP22

Gr

CPCA15 13Cr J91150 90 65 CPCA15 SA-430

Gr FP304 18Cr-8Ni FBP S30400 70 30

Gr

FP304H 18Cr-8Ni S30409 70 30 austentic steel

Gr

FP304N 18Cr-8Ni-N S03451 75 35 for high-

temperature

Gr

FP316 16Cr-12Ni-

2Mo S31600 70 30 service

Gr

FP316H 16Cr-12Ni-

2Mo S31609 70 30

Gr

FP316N 16Cr-12Ni-

2Mo-N S31651 75 35

Gr

FP321 18Cr-10Ni-Ti S32100 70 30

Gr

FP321H 18Cr-10Ni-Ti S32109 70 30

Gr

FP347 18Cr-10Ni-

Cb S34700 70 30

Gr

FP347H 18Cr-10Ni-

Cb S34709 70 30 SA-451 Gr CPF3 18Cr-8Ni CCP J92500 70 30 CPF3

Gr

CPF3A 18Cr-8Ni J92500 77 25 Centrifugally

cast CPF3A

Gr

CPF3M 16Cr-12Ni-

2Mo J92800 70 30 austentic steel CPF3M

Gr CPF8 18Cr-8Ni J92600 70 30 for high-

temperature CPF8

Gr

CPF8A 18Cr-8Ni J92600 77 35 service CPF8A

Gr

CPF8M 16Cr-12Ni-

2Mo J92900 70 30 CPF8M

Gr

CPF8C 18Cr-10Ni-

Cb J92700 70 30 CPF8C

Gr

CPH8 25Cr-12Ni J93400 65 28 CPH8

Gr

CPK20 25Cr-20Ni J94202 65 28 CPK20

Gr

CPH20 25Cr-12Ni J93402 70 30 CPH20 SA- Gr 18Cr-8Ni CWP S30409 75 30 Centrifugally

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

159

SPEC # Gr.,Cl., Ty. Nominal Product UNS # SMYS SMTS Notes Common

Composition (ksi) (ksi) Name

452 TP304H cast

Gr

TP347H 18Cr-10Ni-

Cb S34709 75 30 austentic steel

Gr

TP316H 16Cr- 12Ni-

2Mo S31609 75 30 for high-

temperature SA-660 Gr WCA C-Si Stl CCP J02504 60 30

Centrifugally cast WCA

Gr WCB C-Si Stl J03003 70 36 carbon steel WCB

Gr WCC C-Mn-Si Stl J02505 70 40 for high-

temperature WCC SA-671

Gr CA55 C Stl WP K02801 55 30 SA-285, Gr C

Gr CB60 C-Si Stl K02401 60 32 electric -fusion SA-515, Gr60 Gr CB65 C-Si Stl K02800 65 35 welded pipe SA-515, Gr65

Gr CB70 C-Si Stl KO310

1 70 38 for atmospheric

and SA-515, Gr70

Gr

CC60 C-Mn-Si Stl K02100 60 32 lower

temperatures SA-516, Gr60

Gr

CC65 C-Mn-Si Stl K02403 65 35 SA-516, Gr65

Gr

CC70 C-Mn-Si Stl K02700 70 38 SA-516, Gr70

Gr

CD70 C-Mn-Si Stl K02400 70 50 SA-537, Cl 1

Gr

CD80 C-Mn-Si Stl K02400 80 60 SA-537, Cl 2

Gr

CE55 C-Mn-Si Stl KO220

2 55 30 SA-442, Cr 55

Gr

CE60 C-Mn-Si Stl K02402 60 32 SA-442, Cr 60

Gr

CK75 C-Mn-Si Stl K02803 75 40 SA-299 SA-672 Gr A45 C Stl WP K01700 45 24 SA-285, Gr A

Gr A50 C Stl K02200 50 27 electric -fusion SA-285, Gr B Gr A55 C Stl K02801 55 30 welded pipe SA-285, Gr C

Gr B55 C-Si Stl K02001 55 30 for high-pressure SA-515, Gr55

Gr B60 C-Si Stl K02401 60 32 service at moderate SA-515,Gr60

Gr B65 C-Si Stl K02800 65 35 temperature SA-515,Gr65 Gr B70 C-Si Stl K03101 70 38 SA-515,Gr70 Gr C55 C-Si Stl K01800 55 30 SA-515,Gr55 Gr C60 C-Mn-Si Stl K02100 60 32 SA-516,Gr60 Gr C65 C-Mn-Si Stl K02403 65 35 SA-516,Gr65 Gr C70 C-Mn-Si Stl K02700 70 38 SA-516,Gr70 Gr D70 C-Mn-Si Stl K02400 70 50 SA-537, Cl 1 Gr D80 C-Mn-Si Stl K02400 80 60 SA-537, Cl 2 Gr E55 C-Mn-Si Stl K02202 55 30 SA-442, Gr55 Gr E60 C-Mn-Si Stl K02402 60 32 SA-442, Gr60 Gr H75 Mn-1/2Mo K12021 75 45 SA-302, Gr A

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

160

SPEC # Gr.,Cl., Ty. Nominal Product UNS # SMYS SMTS Notes Common

Composition (ksi) (ksi) Name

Gr J80 Mn-1/2Mo-

1/2Ni K12539 80 50 SA-533, Gr B, Cl

1

Gr J90 Mn-1/2Mo-

1/2Ni K12539 90 70 SA-533, Gr B, Cl

2

Gr J100 Mn-1/2Mo-

1/2Ni K12539 100 83 SA-533, Gr B, Cl3 Gr L65 C-1/2Mo K11820 65 37 SA-204, Gr A Gr L70 C-1/2Mo K12020 70 40 SA-204, Gr B Gr L75 C-1/2Mo K12320 75 43 SA-204, Gr C Gr N75 C-Mn-Si Stl K02803 75 40 SA-299

SA-691

Gr CM65 C-1/2Mo WP K11820 65 37

carbon and alloy A204, Gr A

Gr

CM70 C-1/2Mo K12020 70 40 electric-fusion A204, Gr B

Gr

CM75 C-1/2Mo K12320 75 43 welded for high A204, Gr C

Gr CMSH-

70 C-Mn-Si Stl K02400 70 50 pressure and A537, Cl1

Gr CMS-

75 C-Mn-Si Stl K02803 75 40 temperature SA-731

Gr TPXM-33 27Cr-1Mo-Ti Sm&WP S44626 65 40 martensitic

Gr TPXM-33 27Cr-1Mo S44627 65 40 stainless steel

SA-813

Gr TP304 18Cr-8Ni WP S30400 75 30

Gr

TP304H 18Cr-8Ni S30409 75 30 single or double

Gr TP304

L 18Cr-8Ni S30403 70 25 welded

Gr

TP304N 18Cr-8Ni-N S30451 80 32 austentic

Gr

TP304LN 18Cr-8Ni-N S30453 75 30 stainless steel

Gr

TP309S 23Cr-12Ni S30908 75 30

Gr

TP316 16Cr-12Ni-

2Mo S31600 75 30

Gr

TP316H 16Cr-12Ni-

2Mo S31609 75 30

Gr

TP316L 16Cr-12Ni-

2Mo S31603 70 25

Gr TP316N

16Cr-12Ni-2Mo-N S31651 80 32

Gr

TP321 18Cr-10Ni-Ti S32100 75 30

Gr

TP321H 18Cr-10Ni-Ti S32109 75 30

Gr

TP347 18Cr-10Ni-

Cb S34700 75 30

Gr

TP347H 18Cr-10Ni-

Cb S34709 75 30

Gr

TP348 18Cr-10Ni-

Cb S34800 75 30 Gr 18Cr-10Ni- S34809 75 30

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Development of Reliability-Based LRFD Methods for Piping – Research and Development Report

161

SPEC # Gr.,Cl., Ty. Nominal Product UNS # SMYS SMTS Notes Common

Composition (ksi) (ksi) Name

TP348H Cb

SA-814

Gr TP304 18Cr-8Ni CWWP S30400 75 30

Gr

TP304H 18Cr-8Ni S30409 75 30 cold-worked

Gr TP304

L 18Cr-8Ni S30403 70 25 welded

austentic

Gr

TP304N 18Cr-8Ni-N S30451 80 35 stainless steel

Gr

TP304LN 18Cr-8Ni-N S30453 75 30

Gr

TP316 16Cr-12Ni-

2Mo S31600 75 30

Gr

TP316H 16Cr-12Ni-

2Mo S31609 75 30

Gr

TP316L 16Cr-12Ni-

2Mo S31603 70 25

Gr TP316N

16Cr-12Ni-2Mo-N S31651 80 35

Gr

TP321 18Cr-10Ni-Ti S32100 75 30

Gr

TP321H 18Cr-10Ni-Ti S32109 75 30

Gr

TP347H 18Cr-10Ni-

Cb S34709 75 30

Gr

TP348 18Cr-10Ni-

Cb S34800 75 30

Gr

TP348H 18Cr-10Ni-

Cb S34809 75 30 Sm = Seamless Pipe W = Welded Pipe

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use

Downloaded From: http://ebooks.asmedigitalcollection.asme.org/pdfaccess.ashx?url=/data/books/802620/ on 06/16/2018 Terms of Use: http://www.asme.org/about-asme/terms-of-use


Recommended