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Abstract
The constraint correction methodology for defect assessment is not widely applied in fitness-for-service codes in the nuclear industry and there are a limited number of testing standards to account for low-constraint testing. In this work, fracture toughness testing was performed with two different types of alloy steels. SE(B), C(T), and SE(T) specimen configurations were used, along with varying a/W ratios and specimen sizes, allowing for varying levels of constraint. New quality assurance measures related to selection of testing temperature, crack front straightness, and compliance for low constraint specimens are suggested. The results show that the SE(B) specimens are sensitive to CMOD measurement point location. Future work should be focused on improving and validating the instrumentation and analysis practices for low constraint specimens. Yet, the obtained SE(T) T0 values follow models predicting the effect of constraint loss developed using larger specimens. The work impacts the development of quality criteria for future low constraint testing standards.
Original language | English |
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Article number | 110434 |
Journal | Engineering Fracture Mechanics |
Volume | 310 |
DOIs | |
Publication status | Published - 8 Nov 2024 |
MoE publication type | A1 Journal article-refereed |
Funding
Funding for this study was provided in part through the Fulbright Finland Foundation, the Euratom research and training programme 2014-2018 under grant agreement No 754589 project ATLAS+ (Advanced Structural Integrity Assessment Tools for Safe Long Term Operation), and SAFER2028 program (National Nuclear Safety and Waste Management Research Programme 2023-2028) project CHAOS (Characterization of NPPs structural integrity).
Keywords
- Constraint
- Ductile-to-brittle transition
- Fracture toughness
- Master curve
Fingerprint
Dive into the research topics of 'Low constraint fracture toughness testing for master curve reference temperature determination using 10 mm-thick SE(B) and SE(T) specimens'. Together they form a unique fingerprint.Projects
- 1 Finished
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ATLAS+: Advanced Structural Integrity Assessment Tools for Safe Long Term Operation
Lindqvist, S. (Manager)
1/06/17 → 30/11/21
Project: EU project
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