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26/11/2003. Habib Karaouni 1 Joseph Zarka 2. Intelligent Optimal Design in Fatigue and Reliability. 1) CADLM 2) LMS at Ecole Polytechique. CADLM Airways. Motivations. Errors Numerical simulations. Geometry Mechanical Prop. Loadings. Fatigue Failure?. ?. Initial State.
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26/11/2003 Habib Karaouni 1Joseph Zarka 2 Intelligent Optimal Design in Fatigue and Reliability 1) CADLM 2) LMS at Ecole Polytechique
CADLM Airways Motivations Errors Numerical simulations Geometry Mechanical Prop. Loadings Fatigue Failure? ? Initial State Complex Loadings
Objectives Complex Loadings Deterministic 1 ZAK-Det Equivalence rule Quasi-Local Approach A.I.D.S. (J. Zarka) ZAK Advanced Intelligent Design of Structures 3 2 ZAK-Fi ZAK-Alea With random conditions Reliability Monte Carlo
Plan • A.I.D.S. Approach • Equivalence Rule II.1. Radial loadings II.2. Non-Radial loadings II.3. Identification of the microscopical mechanisms • ZAK Approach III.1. Principles III.2. Use of the A.I.D.S. Approach III.3. Generation of the Fatigue Design Rules • Perspectives Contents
I. A.I.D.S. Approach Advanced Intelligent Design of Structures Principles of Automating Learning Learning Base RULES + Reliabily LB DB Test Base TB Production Base PD New cases
I. A.I.D.S. Approach Advanced Intelligent Design of Structures Primitive Description Example Conclusion
I. A.I.D.S. Approach Advanced Intelligent Design of Structures With actual whole knowledge Simplified analytical models Simplified analysis Complex beautiful theories A.I.D.S. Knowledge Primitive Description Intelligent Description Rules Cj = gj(Di) Optimization Experiences and Numerical simulations
II. Equivalence rule relative to fatigue damage Hypothesis 1- Two independant scales : a- Macroscopic Elastic-shakedown at the scale of the structure b- Microscopic Plastic-shakedown on some microscopic mechanisms Yield Stress Endurance Limit Damage = pc ouWD Crack Initiation Critical Damage 2- Global simplified Analysis ZAC (Zarka/Casier)
Loading 1 Loading 2 WD1; WD2; or WD1 = WD2 II. Equivalence rule relative to fatigue damage II.1. Radial Loadings Fluctuation max Cf = (max + min)/2 F = (max - min)/2 min « Measure » of the loading LOCALCumulated plastic strain pc LOCALDissipated Energy WD
II. Equivalence rule relative to fatigue damage II.1. Radial Loadings Particular Loadings a = F m = Cf N
II. Equivalence rule relative to fatigue damage II.2. Non Radial Loadings Same Equivalence Rule Radial Cyclic Loading in the direction Loading Plastic Strain
II. Equivalence rule relative to fatigue damage II.3. Identification of the microscopical mechanisms 1 F. block - 1D 1 F. block - 2D 2 Friction block - 2D
5) Region/material III. ZAK : Quasi-Local framework III.1. Principle : Multi-scale Analysis 3) 2D Détail 1) Elastic Analysis 2) 3D Sub-Structure A.I.D.S. 4) Window + Radial Cyclic Loading
Classes Conclusions III. ZAK : Quasi-Local framework III.2. Use of the A.I.D.S. Approach • Synthesis of the loadings Equivalence Rule • Synthesis of the material (cyclic and Fatigue) • Synthesis of the geometries Analysis within the 2D region I1, J2 ,||grad J2|| , DVK, Ns-n , pc Material Descriptors Stress Field/Fatigue Descriptors - 13 Material desc. - 72 Stress Field desc. - 9 Fatigue desc. - 4 size of region - 2 kind of analysis - 36 details - 12 regions per detail Given Analysis Given size region
MAXt MOYt MINt Layer 5 M Mmax Layer 4 Layer 3 Mmin Layer 2 Layer 1 III. ZAK : Quasi-Local framework III.2. Use of the A.I.D.S. Approach M I1, J2 ,||grad J2|| , DVK, Ns-n , pc Average of M within (Mmoy) Maximum of M within (Mmax) Minimum of M within (Mmin) Region (MlayN) = SN / S0
III. ZAK : Quasi-Local framework III.3. Generation of the Fatigue Design Rules Failure or No Failure If Failure => Number of cycles Software : SEA and NeuroShell Best results : Elastic analysis + region size = .8 mm
IV. Conclusions & Perspectives Experimental Validation of the E.R. Increase the Data Base • more materials • more details and kind of loadings INDUSTRIAL QUALIFICATION OF THE FRAMEWORK Integration of the ZAK framework in FatPro
Loadings • Cyclics • Variable Amplitudes • Random • Multiaxial FatPro Finite Element Analysis • NISA • CADSAP/ALGOR • ABAQUS • CASTEM Fatigue failure models and criteria • Stress Life • Strain Life • Dang Van • Papadopoulos • ZAK Life • Decreasing of Errors linked to the mesh • Equivalent Rule Demo