Recommendations for joint fatigue coefficients for welded P91 junctions at 550 °C
Creators
Description
Modified 9Cr1Mo steels are potential candidates as structural materials of GEN-IV nuclear reactors. Since the design of structural components is influenced by the presence of the welds, their mechanical properties are also included in the design codes. In the European code RCC-MRx, a weld is considered as a homogeneous (base metal) component with a margin coefficient, called weld coefficient. Currently no values of joint fatigue coefficients for P91 junctions are given in RCC-MRx. After a recall of the weld design rules contained in the code, this work presents the experimental activities carried out to characterize the fatigue behaviour of TIG welded P91 junctions at high temperatures. Finite elements calculations were performed on the basis of the characterization of the base and weld metal. The results of the tests validate the numerical results. Values of the weld joint fatigue coefficients for P91 are proposed for possible inclusion in RCC-MRx.
Availability note (English)
Available from http://dx.doi.org/10.1016/j.jnucmat.2015.07.016Additional details
Identifiers
- DOI
- 10.1016/j.jnucmat.2015.07.016;
- PII
- S0022-3115(15)30102-1;
Publishing Information
- Journal Title
- Journal of Nuclear Materials
- Journal Volume
- 472
- Journal Page Range
- p. 240-246
- ISSN
- 0022-3115
- CODEN
- JNUMAM
INIS
- Country of Publication
- Netherlands
- Country of Input or Organization
- International Atomic Energy Agency (IAEA)
- INIS RN
- 48034876
- Subject category
- S36: MATERIALS SCIENCE;
- Descriptors DEI
- BUILDING MATERIALS; CHROMIUM-MOLYBDENUM STEELS; COST; FATIGUE; RECOMMENDATIONS; TEMPERATURE RANGE 0400-1000 K; WELDED JOINTS
- Descriptors DEC
- ALLOYS; CARBON ADDITIONS; CHROMIUM ALLOYS; CHROMIUM STEELS; HIGH ALLOY STEELS; IRON ALLOYS; IRON BASE ALLOYS; JOINTS; MATERIALS; MECHANICAL PROPERTIES; MOLYBDENUM ALLOYS; STAINLESS STEELS; STEELS; TEMPERATURE RANGE; TRANSITION ELEMENT ALLOYS
Optional Information
- Copyright
- Copyright (c) 2015 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.