Analysis of fracture tests on large bend beams containing an embedded flaw
Creators
- 1. Institute for Energy, European Commission Joint Research Centre, P.O. Box 2, 1755 ZG Petten (Netherlands)
Description
As part of a collaborative project to investigate the transferability of Master Curve technology to shallow flaws in reactor pressure vessel applications, a series of fracture tests were performed on large scale bend beams, which were fabricated from a reactor pressure vessel steel and contained simulated sub-surface defects. A 2-dimensional finite element model was used to simulate the behaviour of the test pieces and to study the variation in crack tip constraint at both the near surface and deep crack tips with increasing load. Wallin's two-parameter model, which uses the Master Curve representation of the fracture toughness transition curve together with the elastic crack tip T stress parameter to estimate the shift in the T reference temperature due to constraint loss, has been applied to arrive at estimates of fracture initiation probability. These are found to be consistent with the experimental results
Additional details
Identifiers
- DOI
- 10.1016/j.ijpvp.2005.09.003;
- PII
- S0308-0161(05)00130-4;
Publishing Information
- Journal Title
- International Journal of Pressure Vessels and Piping
- Journal Volume
- 83
- Journal Issue
- 1
- Journal Page Range
- p. 72-83
- ISSN
- 0308-0161
- CODEN
- PRVPAS
INIS
- Country of Publication
- United Kingdom
- Country of Input or Organization
- International Atomic Energy Agency (IAEA)
- INIS RN
- 37069433
- Subject category
- S42: ENGINEERING;
- Descriptors DEI
- CRACKS; DEFECTS; FERRITIC STEELS; FINITE ELEMENT METHOD; FRACTURE MECHANICS; FRACTURE PROPERTIES; FRACTURES; PRESSURE VESSELS; SURFACES; TWO-DIMENSIONAL CALCULATIONS
- Descriptors DEC
- ALLOYS; CALCULATION METHODS; CARBON ADDITIONS; CONTAINERS; FAILURES; IRON ALLOYS; IRON BASE ALLOYS; MATHEMATICAL SOLUTIONS; MECHANICAL PROPERTIES; MECHANICS; NUMERICAL SOLUTION; STEELS; TRANSITION ELEMENT ALLOYS
Optional Information
- Copyright
- Copyright (c) 2005 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.