Abstract
This paper presents investigation results on effect of thermal aging embrittlement on residual stresses of austenitic stainless steel repair welds in nuclear components subject to seismic loads. First, the welds on austenitic stainless steel 316L plates were manufactured consisting of the austenitic stainless steel weld metal with the δ—ferrite content sensitive to the thermal aging embrittlement. One of the welds was embrittled via conducting thermal aging acceleration test. Second, validity of finite element weld residual stress analysis was verified by performing finite element residual stress analysis and holedrilling method for the unrepaired welds. Third, effect of the thermal aging embrittlement on the residual stresses of the repair welds was evaluated by comparing the residual stresses according to whether the original welds were thermally embrittled. Last, effect of seismic loads was reviewed for the case where the repair welding was performed on the original welds being thermally embrittled. As a result, it is found that the effect of the thermal aging embrittlement on the residual stresses of the unrepaired welds is insignificant whereas tensile residual stresses of the repair welds increase in proportion to the increase in yield strength at room temperature due to the thermal aging embrittlement. In addition, the residual stresses are significantly mitigated after the seismic loads.
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Abbreviations
- J :
-
J-integral
- J ic :
-
J-integral at crack initiation
- P b :
-
Primary bending stress intensity range
- P L :
-
Primary local membrane stress intensity range
- R :
-
Fracture resistance parameter
- Q :
-
Secondary membrane plus bending stress intensity range
- RS 0 :
-
Residual stresses of the repair welds without the thermal aging embrittlement
- RS 1 :
-
Residual stresses of the repair welds with the thermal aging embrittlement
- S m :
-
Design stress intensity
- Δσ b :
-
Transverse bending stress range
- Δσ m :
-
Transverse membrane stress range
- Δσ b-max :
-
Maximum transverse bending stress
- Δσ b-min :
-
Minimum transverse bending stress
- Δσ m-max :
-
Maximum transverse membrane stress
- Δσ m-min :
-
Minimum transverse membrane stress
- ANL:
-
Argonne national laboratory
- API:
-
American petroleum institute
- ARDMs:
-
Aging-related degradation mechanisms
- ASME:
-
American society of mechanical engineers
- ASS:
-
Austenitic stainless steel
- ASTM:
-
American society for testing and materials
- B&PV:
-
Boiler & pressure vessels
- CASS:
-
Cast austenitic stainless steel
- EPRI:
-
Electric power research institute
- EU:
-
European union
- FE:
-
Finite element
- FEA:
-
Finite element analysis
- FFS:
-
Finite-for-service
- GTAW:
-
Gas tungsten arc welding
- HAZ:
-
Heat affected zone
- HDM:
-
Hold-drilling method
- ISI:
-
In-service inspection
- JIP:
-
Joint industry project
- LWR:
-
Light water reactor
- NeT:
-
Network on neutron techniques standardization for structural integrity
- NPPs:
-
Nuclear power plants
- OBE:
-
Operation basis earthquake
- PVRC:
-
Pressure vessel research council
- RSIs:
-
Residual stress increment
- RT:
-
Room temperature
- SSE:
-
Safe shutdown earthquake
- US NRC:
-
United states nuclear regulatory commission
- UTS:
-
Ultimate tensile strength
- WRC:
-
Welding research council
- YS:
-
Yield strength
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Acknowledgments
This work was supported by Korea Institute of Energy Technology Evaluation and Planning (KETEP) (No. 2017152010 1650) and Korea Hydro&Nuclear Power Co. (L18S054000).
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Recommended by Editor Chongdu Cho
Jong-Sung Kim is an Associate Professor of the Department of Nuclear Engineering, Sejong University, Seoul, Korea. He received his Ph.D. in Mechanical Engineering from Yonsei University. His research interests include residual stresses, fatigue, fracture, and damage mechanics.
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Kim, JS., Kim, MW. & Yang, JS. Investigation on effect of thermal aging embrittlement on residual stresses of austenitic stainless steel repair welds in nuclear components subject to seismic loads. J Mech Sci Technol 34, 2821–2831 (2020). https://doi.org/10.1007/s12206-020-0615-4
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DOI: https://doi.org/10.1007/s12206-020-0615-4