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Modelling local effects of cracked bricks in ageing AGR graphite cores
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Philippe Martinuzzi Journée des Utilisateurs de SalomeMeca: 20th March 2018
Modelling local effects of cracked bricks in ageing AGR graphite - - PowerPoint PPT Presentation
R&D UK Centre Modelling local effects of cracked bricks in ageing AGR graphite cores Philippe Martinuzzi Journe des Utilisateurs de SalomeMeca: 20 th March 2018 1 Table of contents - Context and Background - Presentation of the CBNAs 1
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Philippe Martinuzzi Journée des Utilisateurs de SalomeMeca: 20th March 2018
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1CBNA: Cracked Brick Neighbourhood Arrays
R&D UK Centre - Nuclear
Context and background
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The AGR fleet: 14 reactors across the UK
Heysham 1&2 Hunterston B Torness Hartlepool Dungeness B Hinckley Point B
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Vocabulary
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Dimensional change causing brick cracking Graphite is evolving and likely to crack What consequence for the whole reactor?
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Scale 1: One graphite brick
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Ageing of graphite is performed in code_aster Crack propagation is performed in MoFEM Ultimate goal: facilitate interaction between code_aster and MoFEM
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Scale 2: From Multi-Layer-Model (MLM) to CBNA
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Development of CBNA models in code_aster at the UK Centre Crack propagation on MLM model at Wood (With XFEM) Today’s presentation
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Scale 3: Whole core models
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Attention: Not representative of behaviour in actual reactor
Presentation of the CBNA models
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Description: CBNA XxYxZ
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Description: Field variable evolution
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Field 1: Temperature Field 2: Irradiation dose Field 3: Weight loss
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Description: Material Properties Irradiated graphite material behaviour as a function of fast neutron dose, radiolytic weight loss, temperature and creep strain 121+ Material properties, among which
106+ Internal variables Use of User MATerial (UMAT) routine, readable in code_aster thanks to UMAT interface
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Description: Boundary conditions and loading
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Symmetric boundary conditions
x (column) y (row) z (layer) x (column) y (row)
DX=0 DY=0
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Description: Boundary conditions and loading
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Bottom nodes blocked in Z + springs with small stiffness to remove rigid body motion
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Description: Boundary conditions and loading
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Gravity and weight of top bricks
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Description: Contact
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For each component, contact surfaces have been defined
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Description: Cracked brick
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Description: Solver STAT_NON_LINE
BC, Weight and Contact
Load
Start Up
Closed crack
Open crack In total about 200 time step (+ sub steps if no convergence)
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Description: Automatic definition and post-processing
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a CBNA python script.
Results
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Results Benchmark with ABAQUS – 1x1x1
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0,00E+00 5,00E+00 10 20 30 40 Displacement (mm) Time (fpy) DX_Code_Aster DY_Code_Aster DZ_Code_Aster DX_ABAQUS DY_ABAQUS DZ_ABAQUS
Displacement
ABAQUS code_aster
Good Agreement Nodes Elements 63 000 76 000
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Results Benchmark with ABAQUS – 1x1x1
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Spatial evolution of Young’s Modulus at 40 fpy ABAQUS code_aster Identical
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Results Benchmark with ABAQUS – 1x1x1
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Crack opening
5 10 15 20 25 30 10 20 30 40 Opening in the Y direction (mm) Time (fpy) Bore_Code_Aster KW_Code_Aster Bore_Abaqus KW_Abaqus
Bore KW
Similar trends
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Results Benchmark with ABAQUS – 1x1x1
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0,00E+00 1,00E+01 2,00E+01 3,00E+01 4,00E+01 10 20 30 40 Stress (MPa) Time (fpy) SYY_Code_Aster SYY_Abaqus
Hoop stress at keyway root Good agreement
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Results Benchmark with ABAQUS – 1x1x1
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ABAQUS (1cpu) code_aster (1cpu) Reduced integration 10h 14h Full integration 24h 21h Attention: models are run on different machines and are not rigorously identical in terms of model, contact algorithm, and convergence criteria. Nodes Elements 63 000 76 000
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Results Benchmark with ABAQUS – 3x3x1
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Similar observations for 3x3x1
ABAQUS code_aster
ABAQUS (1cpu) code_aster (1cpu) 8 days 8 days Nodes Elements 374 000 453 000
Crack insertion with ZCracks
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Crack insertion with Zcracks
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Crack insertion with ZCracks
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New crack :
Displacement Magnitude
Old/Default crack :
Displacement Magnitude
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Crack insertion with ZCracks Cracks could come from:
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Ageing analysis with
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Libraries of crack can now be inserted in CBNA models
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New crack (from Zcracks) Default crack No-crack
Conclusion and future steps
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Conclusion:
Future steps
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The technical support from EDF R&D is kindly acknowledged. Thanks for ERMES and PERICLES departments for their advice and support that have been paramount in the development of activities in the UK Centre. Special thanks to Dr. Dzifa Kudawoo whose technical expertise and advice have been crucial in this particular project.
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