Assessment of Fracture Toughness Models for Ferritic Steels Used in Section XI of the ASME Code Relative to Current Data-Based Models

Author:

Kirk Mark1,Erickson Marjorie2,Server William3,Stevens Gary1,Cipolla Russell4

Affiliation:

1. Nuclear Regulatory Commission, Rockville, MD

2. Phoenix Engineering Associates, Inc., Unity, NH

3. ATI Consulting, Black Mountain, NC

4. Intertek AIM, Sunnyvale, CA

Abstract

Section XI of the ASME Code provides models of the fracture toughness of ferritic steel. Recent efforts have been made to incorporate new information, such as the Code Cases that use the Master Curve, but the fracture toughness models in Section XI have, for the most part, remained unchanged since the KIc and KIa curves were first developed in Welding Research Council Bulletin 175 in 1972. Since 1972, considerable advancements to the state of knowledge, both theoretical and practical have occurred, particularly with regard to the amount of available data. For example, as part of the U.S. Nuclear Regulatory Commission’s (NRC’s) pressurized thermal shock (PTS) re-evaluation efforts the NRC and the industry jointly developed an integrated model that predicts the mean trends and scatter of the fracture toughness of ferritic steels throughout the temperature range from the lower shelf to the upper shelf. This collection of models was used by the NRC to establish the index temperature screening limits adopted in the Alternate PTS Rule documented in Title 10 to the U.S. Code of Federal Regulations (CFR), Part 50.61a (10CFR50.61a). In this paper the predictions of the toughness models used by the ASME Code are compared with these newer models (that are based on considerably more data) to identify areas where the ASME Code could be improved. Such improvements include the following: • On the lower shelf, the low-temperature asymptote of the KIc curve does not represent a lower bound to all available data. • On the upper shelf, the de facto KIc limit of applicability of 220 MPa√m exceeds available data, especially after consideration of irradiation effects. • The separation between the KIc and KIa curves depends on the amount of irradiation embrittlement, a functionality not captured by the ASME Section XI equations. • The temperature above which upper shelf behavior can be expected depends on the amount of irradiation embrittlement, a functionality not captured in the ASME Section XI equations.

Publisher

American Society of Mechanical Engineers

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1. Experience with Embrittlement Trend Curves in Swedish PWRs;Radiation Embrittlement Trend Curves and Equations and Their Use for RPV Integrity Evaluations;2023-06-01

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3. Applications of Elastic-Plastic Fracture Mechanics in Section XI, ASME Code Evaluations;Online Companion Guide to the ASME Boiler and Pressure Vessel Codes;2020-01-01

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