Fast Fourier Transform-based micromechanical modeling of polycrystals with direct input from microstructural images

Size: px
Start display at page:

Download "Fast Fourier Transform-based micromechanical modeling of polycrystals with direct input from microstructural images"

Transcription

1 Fast Furier Transfrm-based micrmechanical mdeling f plycrystals with direct input frm micrstructural images Ricard A. Lebenshn (Ls Alams Natinal Labratry, USA)

2 FFT-based frmulatin fr plycrystals: fast predictin f mechanical behavir f 3-D plycrystalline materials CP-FEM (mesh, integratins pints) FFT-based methd (vxels) numerically-generated lcal (single crystal) cnstitutive equatin fr each vxel measured (e.g. 3-D EBSD) lcal (single crystal) cnstitutive equatin fr each integratin pint

3 FFT-based frmulatin fr plycrystals: cncept Furier grid {xf} Prpsed by Suquet and c-wrkers, fr linear (Mulinec & Suquet, 1994) and nnlinear cmpsites (Mulinec & Suquet 1998, Michel-Mulinec-Suquet, 2000, 2001), and adapted fr plycrystals (PX): viscplastic (VP) PXs (Lebenshn, Acta Mater. 2001; Lebenshn et al, Acta Mater. 2008, 2009). dilatatinal VP PXs (Lebenshn et al., Phil Mag 2011). Representative Vlume Element (peridic) Slving gverning equatins (equilibrium + cmpatibility): ε(x f ), σ(x f ) elasticity, small-strain EVP ε& (x f ), σ(x f ) viscplasticity F(x f ), P(x f ) finite-strain EVP small-strain elast-viscplastic (EVP) PXs (Lebenshn et al, IJP 2012; Grennerat, Suquet et al. Acta Mater, 2012). finite-strain EVP PXs (Eisenlhr, Diehl, Lebenshn, Rters, IJP, 2013). Based n the equivalence between the micrmechanical respnse f a hetergeneus medium and a hmgenus medium with eigenstrains. Nn-linear prblems are treated similarly t linear prblems, using the cncept f Linear Reference Material.

4 FFT-based apprach fr elastically hetergeneus materials (*) E applied RVE σ( x) = C( x) : ε( x) σ ( x) =σ( x) C = C + C : ε(x) C : ε(x) + C : ε(x) = C e.g. directly frm image Ag-Fe lcal elasticity : ε(x) = : ε(x) +τ(x) stiffness f a linear reference medium τ(x) = C : ε(x) plarizatin (hetergeneity) field functin f slutin requires iterative prcedure t adjust equilibrium: ( x) +τ ( x) Cijkl uk,lj ij, j = 0 peridic bundary cnditins in RVE acrss RVE Green functin Methd: Cijkl Gkm,lj( x x' ) +δimδ( x x' ) = 0 ε ~ ˆ~ ij ij ik, jl kl ˆ 3 R ( ) ( ) ( ) = + τ ε =Γ τ ε =Γˆ x E sym G x x x dx : τ Direct space Upn cnvergence: σ( x), ε( x) Furier space FFT! (*) H. Mulinec & P. Suquet, Cmput. Methds Appl. Mech. Engrg. 157, 69 (1998).

5 FFT-based apprach fr viscplastic plycrystals (VP-FFT) (*) E.g. viscplastic FFT with input frm EBSD: E & Green peratr ε& Schmid (rientatin) tensr, e.g. directly frm EBSD crystal plasticity cnst. eq.: s ( x) =γ& m ( x) plarizatin field: ε& ( x) : σ ( x) s m sgn m σ s s τ ( x) τ (x) =σ x L : ε & iterate ( ) (x) n s ( ( x) : ( x) ) ~ strain-rate field: ˆ~ ( x) =Γ ( L ) τ ε& ( ξ) =Γˆ : τˆ ε& ( x) = E& 1 + FT ( Γˆ : τˆ ) cnvlutin: timecnsuming integral in direct space mere prduct in Furier space stiffness f a linear reference material (*) R.A. Lebenshn, Acta Mater. 49, 2723 (2001). U N C L A S S I F I E D Materials Capability Review 2013 Operated by Ls Alams Natinal Security, LLC fr NNSA

6 FEM-FFT cmparisn [1] Initial micrstructure: peridic cluster f 100 Vrni grains Fields cmparisn: final shape and shear strain FEM and FFT slvers implemented within the same finite-strain framewrk [2] Identical cnstitutive mdel: elast-viscplastic single crystal (fcc) behavir At the same reslutin, FEM and FFT predict similar strain distributins, but FFT strain fields are mre hetergeneus At higher reslutins (unreachable with FEM within decent cmputatin times), FFT predicts very detailed strain lcalizatin pattern Our ability t slve the prblem with higher spatial reslutin allws us uncvering new and relevant features f the micrmechanical respnse [1] Eisenlhr, Diehl, Lebenshn, Rters, IJP, [2] Rters, Eisenlhr, Raabe, et al. DAMASK cde. Bundary cnditin: 30% simple shear Cmputatin time

7 Prsity evlutin in 3-D: synthetic plycrystal vs. istrpic matrix (*) Micrstructural effects n vid grwth: Qualitative cmparisn with experiments φ= 11% shcked Cu (**) hard link n calescence shck dir. ε& x eq ( )/ E & eq 3 Taylr factr hard grain sft link calescence 0 (**) Escbed et al, J. Appl. Phys., 2011 (*) D-VP-FFT: Lebenshn et al. Phil. Mag. (2011); D-VP-FFT + vid grwth: Lebenshn et al, Acta Mater, submitted.

8 VP-FFT calculatin with input frm 2-D data: misrientatin in Cu plycrystal unit-cell cnstructin Initial OIM Lebenshn et al, Acta Mater. 56, 3914 (2008) OIM after 11% tensin average rientatins f largest grains Orientatin dependence f average misrientatins transitin band 111 bins f increasing misrientatin bins f increasing misrientatin (a) OIM - 11% tensin 306 largest grains (b) FFT - 11% tensin 306 largest grains 110 Grains with rientatins near transitin line may be pulled twards different stable rientatins prne t develp higher misrientatins, in average Intragranular misrientatin rientatindependent (highest near [110])

9 Image-based mdelling using 3-D rientatin infrmatin FIB-EBSD vxelized 3-D grain rientatin maps FFT analysis (*) pure Ni VM stress VM strain-rate (*) Rllett, Lebenshn et al., MSMSE, 2010

10 FFT simulatins vn Mises Stress Measured Plycrystal (IN100) (*) Vn Mises Strain Rate Euclidean Distance Maps Stats Stresses vs distance frm features (*) Rllett, Lebenshn et al., MSMSE, 2010 High stresses cncentrate near grain bundaries, triple junctins, etc. Hwever, lw stress pints als cluster near bundaries.

11 In-situ bservatin/mdelling f rientatin fields f 2-D bulk grains (*) One 2-D sectin 0.06% 7% 14% In general, 2-D rientatin fields are stacked tgether t btain a 3D vlume Cnfidence Index (*) R. Pkharel, PhD Thesis, CMU, 2013 Rerientatin f large grains at 14% FFT HEDM

12 Measured vs. predicted Kernel Average Misrientatin (KAM) (*): HEDM initial FFT mid layer KAM [deg] 2-D EBSD: cnsistent with simulatins HEDM 12% strain 2-D sectin frm HEDM FFT mdel 2-D EBSD 3-D HEDM (*) R. Pkharel, PhD Thesis, CMU, 2013

Plasticty Theory (5p)

Plasticty Theory (5p) Cmputatinal Finite Strain Hyper-Elast Plasticty Thery (5p) à General ü Study nn-linear material and structural respnse (due t material as well as gemetrical effects) ü Fundamental principles fl Cntinuum

More information

Time-domain lifted wavelet collocation method for modeling nonlinear wave propagation

Time-domain lifted wavelet collocation method for modeling nonlinear wave propagation Lee et al.: Acustics Research Letters Online [DOI./.] Published Online 8 August Time-dmain lifted wavelet cllcatin methd fr mdeling nnlinear wave prpagatin Kelvin Chee-Mun Lee and Wn-Seng Gan Digital Signal

More information

Numerical Simulation of the Thermal Resposne Test Within the Comsol Multiphysics Environment

Numerical Simulation of the Thermal Resposne Test Within the Comsol Multiphysics Environment Presented at the COMSOL Cnference 2008 Hannver University f Parma Department f Industrial Engineering Numerical Simulatin f the Thermal Respsne Test Within the Cmsl Multiphysics Envirnment Authr : C. Crradi,

More information

Modeling the Nonlinear Rheological Behavior of Materials with a Hyper-Exponential Type Function

Modeling the Nonlinear Rheological Behavior of Materials with a Hyper-Exponential Type Function www.ccsenet.rg/mer Mechanical Engineering Research Vl. 1, N. 1; December 011 Mdeling the Nnlinear Rhelgical Behavir f Materials with a Hyper-Expnential Type Functin Marc Delphin Mnsia Département de Physique,

More information

ANISOTROPIC DAMPING BEHAVIOR OF REINFORCED PLASTIC PARTS FOR NVH SIMULATIONS

ANISOTROPIC DAMPING BEHAVIOR OF REINFORCED PLASTIC PARTS FOR NVH SIMULATIONS ANISOTROPIC DAMPING BEHAIOR OF REINFORCED PLASTIC PARTS FOR NH SIMULATIONS Sylvain CALMELS, Sylvain Mathieu, Maxime LESUEUR e-xstream engineering Abstract Reinfrced plastic materials shw a very interesting

More information

FIELD QUALITY IN ACCELERATOR MAGNETS

FIELD QUALITY IN ACCELERATOR MAGNETS FIELD QUALITY IN ACCELERATOR MAGNETS S. Russenschuck CERN, 1211 Geneva 23, Switzerland Abstract The field quality in the supercnducting magnets is expressed in terms f the cefficients f the Furier series

More information

Revision: August 19, E Main Suite D Pullman, WA (509) Voice and Fax

Revision: August 19, E Main Suite D Pullman, WA (509) Voice and Fax .7.4: Direct frequency dmain circuit analysis Revisin: August 9, 00 5 E Main Suite D Pullman, WA 9963 (509) 334 6306 ice and Fax Overview n chapter.7., we determined the steadystate respnse f electrical

More information

Effects of time and rate on the stress-strain-strength behavior of soils

Effects of time and rate on the stress-strain-strength behavior of soils Japanese Getechnical Sciety Special Publicatin The 15th Asian Reginal Cnference n Sil Mechanics and Getechnical Engineering Effects f time and rate n the stress-strain-strength behavir f sils Jian-Hua

More information

Optimization Programming Problems For Control And Management Of Bacterial Disease With Two Stage Growth/Spread Among Plants

Optimization Programming Problems For Control And Management Of Bacterial Disease With Two Stage Growth/Spread Among Plants Internatinal Jurnal f Engineering Science Inventin ISSN (Online): 9 67, ISSN (Print): 9 676 www.ijesi.rg Vlume 5 Issue 8 ugust 06 PP.0-07 Optimizatin Prgramming Prblems Fr Cntrl nd Management Of Bacterial

More information

VISION : Predict Microstructure-Sensitive Cyclic Curves!

VISION : Predict Microstructure-Sensitive Cyclic Curves! VISION : Predict Micrstructure-Sensitive Cyclic Curves! p structure Sensitivity f Plasticity in MONOTONIC Lading Slip Initiatin : Surce Strengths Dislcatin-Precipitate Interactins Multislip Wrk-Hardening

More information

Determining the Accuracy of Modal Parameter Estimation Methods

Determining the Accuracy of Modal Parameter Estimation Methods Determining the Accuracy f Mdal Parameter Estimatin Methds by Michael Lee Ph.D., P.E. & Mar Richardsn Ph.D. Structural Measurement Systems Milpitas, CA Abstract The mst cmmn type f mdal testing system

More information

Lecture 17: Free Energy of Multi-phase Solutions at Equilibrium

Lecture 17: Free Energy of Multi-phase Solutions at Equilibrium Lecture 17: 11.07.05 Free Energy f Multi-phase Slutins at Equilibrium Tday: LAST TIME...2 FREE ENERGY DIAGRAMS OF MULTI-PHASE SOLUTIONS 1...3 The cmmn tangent cnstructin and the lever rule...3 Practical

More information

How do we solve it and what does the solution look like?

How do we solve it and what does the solution look like? Hw d we slve it and what des the slutin l lie? KF/PFs ffer slutins t dynamical systems, nnlinear in general, using predictin and update as data becmes available. Tracing in time r space ffers an ideal

More information

A Scalable Recurrent Neural Network Framework for Model-free

A Scalable Recurrent Neural Network Framework for Model-free A Scalable Recurrent Neural Netwrk Framewrk fr Mdel-free POMDPs April 3, 2007 Zhenzhen Liu, Itamar Elhanany Machine Intelligence Lab Department f Electrical and Cmputer Engineering The University f Tennessee

More information

On Boussinesq's problem

On Boussinesq's problem Internatinal Jurnal f Engineering Science 39 (2001) 317±322 www.elsevier.cm/lcate/ijengsci On Bussinesq's prblem A.P.S. Selvadurai * Department f Civil Engineering and Applied Mechanics, McGill University,

More information

COMPUTATIONAL AERO-ACOUSTICS OF VEHICLE A-PILLAR AT VARIOUS WINDSHIELD RADII

COMPUTATIONAL AERO-ACOUSTICS OF VEHICLE A-PILLAR AT VARIOUS WINDSHIELD RADII Fifth Internatinal Cnference n CFD in the Prcess Industries CSIRO, Melburne, Australia 13-15 December 2006 COMPUTATIONAL AERO-ACOUSTICS OF VEHICLE A-PILLAR AT VARIOUS WINDSHIELD RADII Nurul M. MURAD 1,

More information

Checking the resolved resonance region in EXFOR database

Checking the resolved resonance region in EXFOR database Checking the reslved resnance regin in EXFOR database Gttfried Bertn Sciété de Calcul Mathématique (SCM) Oscar Cabells OECD/NEA Data Bank JEFF Meetings - Sessin JEFF Experiments Nvember 0-4, 017 Bulgne-Billancurt,

More information

Convergence Aid Techniques for Compact Modelling with Verilog-A

Convergence Aid Techniques for Compact Modelling with Verilog-A Cnvergence Aid Techniques fr Cmpact Mdelling with Verilg-A Slbdan Mijalkvić Silvac Eurpe, St Ives, Cambridge, UK MOS-AK 2010 Rme Verilg-A Language Submdule Prt Nde Branch Mdule Nde Mdule Mdule Prt Mdule

More information

Support-Vector Machines

Support-Vector Machines Supprt-Vectr Machines Intrductin Supprt vectr machine is a linear machine with sme very nice prperties. Haykin chapter 6. See Alpaydin chapter 13 fr similar cntent. Nte: Part f this lecture drew material

More information

3D FE Modeling Simulation of Cold Rotary Forging with Double Symmetry Rolls X. H. Han 1, a, L. Hua 1, b, Y. M. Zhao 1, c

3D FE Modeling Simulation of Cold Rotary Forging with Double Symmetry Rolls X. H. Han 1, a, L. Hua 1, b, Y. M. Zhao 1, c Materials Science Frum Online: 2009-08-31 ISSN: 1662-9752, Vls. 628-629, pp 623-628 di:10.4028/www.scientific.net/msf.628-629.623 2009 Trans Tech Publicatins, Switzerland 3D FE Mdeling Simulatin f Cld

More information

February 28, 2013 COMMENTS ON DIFFUSION, DIFFUSIVITY AND DERIVATION OF HYPERBOLIC EQUATIONS DESCRIBING THE DIFFUSION PHENOMENA

February 28, 2013 COMMENTS ON DIFFUSION, DIFFUSIVITY AND DERIVATION OF HYPERBOLIC EQUATIONS DESCRIBING THE DIFFUSION PHENOMENA February 28, 2013 COMMENTS ON DIFFUSION, DIFFUSIVITY AND DERIVATION OF HYPERBOLIC EQUATIONS DESCRIBING THE DIFFUSION PHENOMENA Mental Experiment regarding 1D randm walk Cnsider a cntainer f gas in thermal

More information

Computational modeling techniques

Computational modeling techniques Cmputatinal mdeling techniques Lecture 2: Mdeling change. In Petre Department f IT, Åb Akademi http://users.ab.fi/ipetre/cmpmd/ Cntent f the lecture Basic paradigm f mdeling change Examples Linear dynamical

More information

Pressure And Entropy Variations Across The Weak Shock Wave Due To Viscosity Effects

Pressure And Entropy Variations Across The Weak Shock Wave Due To Viscosity Effects Pressure And Entrpy Variatins Acrss The Weak Shck Wave Due T Viscsity Effects OSTAFA A. A. AHOUD Department f athematics Faculty f Science Benha University 13518 Benha EGYPT Abstract:-The nnlinear differential

More information

Computational modeling techniques

Computational modeling techniques Cmputatinal mdeling techniques Lecture 4: Mdel checing fr ODE mdels In Petre Department f IT, Åb Aademi http://www.users.ab.fi/ipetre/cmpmd/ Cntent Stichimetric matrix Calculating the mass cnservatin relatins

More information

Lyapunov Stability Stability of Equilibrium Points

Lyapunov Stability Stability of Equilibrium Points Lyapunv Stability Stability f Equilibrium Pints 1. Stability f Equilibrium Pints - Definitins In this sectin we cnsider n-th rder nnlinear time varying cntinuus time (C) systems f the frm x = f ( t, x),

More information

ECE 497 JS Lecture - 14 Projects: FDTD & LVDS

ECE 497 JS Lecture - 14 Projects: FDTD & LVDS ECE 497 JS Lecture - 14 Prjects: FDTD & LVDS Spring 2004 Jse E. Schutt-Aine Electrical & Cmputer Engineering University f Illinis jse@emlab.uiuc.edu 1 ECE 497 JS - Prjects All prjects shuld be accmpanied

More information

APPLICATION OF THE BRATSETH SCHEME FOR HIGH LATITUDE INTERMITTENT DATA ASSIMILATION USING THE PSU/NCAR MM5 MESOSCALE MODEL

APPLICATION OF THE BRATSETH SCHEME FOR HIGH LATITUDE INTERMITTENT DATA ASSIMILATION USING THE PSU/NCAR MM5 MESOSCALE MODEL JP2.11 APPLICATION OF THE BRATSETH SCHEME FOR HIGH LATITUDE INTERMITTENT DATA ASSIMILATION USING THE PSU/NCAR MM5 MESOSCALE MODEL Xingang Fan * and Jeffrey S. Tilley University f Alaska Fairbanks, Fairbanks,

More information

Stress and Failure Analysis of Laminated Composite Structures

Stress and Failure Analysis of Laminated Composite Structures PDHnline Curse M37 (6 PDH) Stress and Failure Analysis f aminated Cmpsite Structures Instructr: Jhn J. Engblm, Ph.D., PE PDH Online PDH Center 57 Meadw Estates Drive Fairfax, VA 3-6658 Phne & Fax: 73-988-88

More information

DESIGN OPTIMIZATION OF HIGH-LIFT CONFIGURATIONS USING A VISCOUS ADJOINT-BASED METHOD

DESIGN OPTIMIZATION OF HIGH-LIFT CONFIGURATIONS USING A VISCOUS ADJOINT-BASED METHOD DESIGN OPTIMIZATION OF HIGH-LIFT CONFIGURATIONS USING A VISCOUS ADJOINT-BASED METHOD Sangh Kim Stanfrd University Juan J. Alns Stanfrd University Antny Jamesn Stanfrd University 40th AIAA Aerspace Sciences

More information

Increasing Heat Transfer in Microchannels with Surface Acoustic Waves*

Increasing Heat Transfer in Microchannels with Surface Acoustic Waves* Increasing Heat Transfer in Micrchannels with Surface Acustic Waves* Shaun Berry 0/9/04 *This wrk was spnsred by the Department f the Air Frce under Air Frce Cntract #FA87-05-C-000. Opinins, interpretatins,

More information

Bootstrap Method > # Purpose: understand how bootstrap method works > obs=c(11.96, 5.03, 67.40, 16.07, 31.50, 7.73, 11.10, 22.38) > n=length(obs) >

Bootstrap Method > # Purpose: understand how bootstrap method works > obs=c(11.96, 5.03, 67.40, 16.07, 31.50, 7.73, 11.10, 22.38) > n=length(obs) > Btstrap Methd > # Purpse: understand hw btstrap methd wrks > bs=c(11.96, 5.03, 67.40, 16.07, 31.50, 7.73, 11.10, 22.38) > n=length(bs) > mean(bs) [1] 21.64625 > # estimate f lambda > lambda = 1/mean(bs);

More information

COUPLED THERMO-MECHANICAL ANALYSES OF DYNAMICALLY LOADED RUBBER CYLINDERS 1

COUPLED THERMO-MECHANICAL ANALYSES OF DYNAMICALLY LOADED RUBBER CYLINDERS 1 COUPLED THERMO-MECHANICAL ANALYSES OF DYNAMICALLY LOADED RUBBER CYLINDERS Arthur R. Jhnsn and Tzi-Kang Chen Army Research Labratry, MS 24 Analytical and Cmputatinal Methds Branch NASA Langley Research

More information

EDA Engineering Design & Analysis Ltd

EDA Engineering Design & Analysis Ltd EDA Engineering Design & Analysis Ltd THE FINITE ELEMENT METHOD A shrt tutrial giving an verview f the histry, thery and applicatin f the finite element methd. Intrductin Value f FEM Applicatins Elements

More information

L a) Calculate the maximum allowable midspan deflection (w o ) critical under which the beam will slide off its support.

L a) Calculate the maximum allowable midspan deflection (w o ) critical under which the beam will slide off its support. ecture 6 Mderately arge Deflectin Thery f Beams Prblem 6-1: Part A: The department f Highways and Public Wrks f the state f Califrnia is in the prcess f imprving the design f bridge verpasses t meet earthquake

More information

Free Vibrations of Catenary Risers with Internal Fluid

Free Vibrations of Catenary Risers with Internal Fluid Prceeding Series f the Brazilian Sciety f Applied and Cmputatinal Mathematics, Vl. 4, N. 1, 216. Trabalh apresentad n DINCON, Natal - RN, 215. Prceeding Series f the Brazilian Sciety f Cmputatinal and

More information

A Few Basic Facts About Isothermal Mass Transfer in a Binary Mixture

A Few Basic Facts About Isothermal Mass Transfer in a Binary Mixture Few asic Facts but Isthermal Mass Transfer in a inary Miture David Keffer Department f Chemical Engineering University f Tennessee first begun: pril 22, 2004 last updated: January 13, 2006 dkeffer@utk.edu

More information

Beam vibrations: Discrete mass and stiffness models

Beam vibrations: Discrete mass and stiffness models Beam vibratins: Discrete mass and stiffness mdels Ana Cláudia Susa Neves ana.neves@tecnic.ulisba.pt Institut Superir Técnic, Universidade de Lisba, Prtugal May, 2015 Abstract In the present wrk the dynamic

More information

Constitutive Modeling of Piezoelectric Polymer Composites

Constitutive Modeling of Piezoelectric Polymer Composites Acta Materialia, l. 5, n.18, pp.5315-5330 (004) Cnstitutive Mdeling f Piezelectric Plymer Cmpsites G.M. Odegard Michigan Technlgical niversity Department f Mechanical Engineering Engineering Mechanics

More information

^YawataR&D Laboratory, Nippon Steel Corporation, Tobata, Kitakyushu, Japan

^YawataR&D Laboratory, Nippon Steel Corporation, Tobata, Kitakyushu, Japan Detectin f fatigue crack initiatin frm a ntch under a randm lad C. Makabe," S. Nishida^C. Urashima,' H. Kaneshir* "Department f Mechanical Systems Engineering, University f the Ryukyus, Nishihara, kinawa,

More information

Design and Simulation of Dc-Dc Voltage Converters Using Matlab/Simulink

Design and Simulation of Dc-Dc Voltage Converters Using Matlab/Simulink American Jurnal f Engineering Research (AJER) 016 American Jurnal f Engineering Research (AJER) e-issn: 30-0847 p-issn : 30-0936 Vlume-5, Issue-, pp-9-36 www.ajer.rg Research Paper Open Access Design and

More information

Pattern Recognition 2014 Support Vector Machines

Pattern Recognition 2014 Support Vector Machines Pattern Recgnitin 2014 Supprt Vectr Machines Ad Feelders Universiteit Utrecht Ad Feelders ( Universiteit Utrecht ) Pattern Recgnitin 1 / 55 Overview 1 Separable Case 2 Kernel Functins 3 Allwing Errrs (Sft

More information

BUCKLING OPTIMIZATION OF UNSYMMETRICALLY LAMINATED PLATES UNDER TRANSVERSE LOADS

BUCKLING OPTIMIZATION OF UNSYMMETRICALLY LAMINATED PLATES UNDER TRANSVERSE LOADS BUCKLIG OPTIMIZATIO OF USYMMETRICALLY LAMIATED PLATES UDER TRASVERSE LOADS Hsuan-Teh Hu and Zhng-Zhi Chen Department f Civil Engineering, atinal Cheng Kung University Tainan, Taiwan 7, R.O.C. SUMMARY:

More information

Investigation of Excited Duffing s Oscillator Using Versions of Second Order Runge-Kutta Methods

Investigation of Excited Duffing s Oscillator Using Versions of Second Order Runge-Kutta Methods Internatinal Jurnal f Science and Technlgy Vlume 1 N. 1, December, 01 Investigatin f Excited Duffing s Oscillatr Using Versins f Secnd Order Runge-Kutta Methds Salau T. A.O. 1, Ajide O.O. Department f

More information

Least Squares Optimal Filtering with Multirate Observations

Least Squares Optimal Filtering with Multirate Observations Prc. 36th Asilmar Cnf. n Signals, Systems, and Cmputers, Pacific Grve, CA, Nvember 2002 Least Squares Optimal Filtering with Multirate Observatins Charles W. herrien and Anthny H. Hawes Department f Electrical

More information

Dynamic strain softening of concrete in compression under rapid loading K. Fujikake*-, J. Mizuno*, A. Suzuki*, T. Ohno" & T.

Dynamic strain softening of concrete in compression under rapid loading K. Fujikake*-, J. Mizuno*, A. Suzuki*, T. Ohno & T. Transactins n the Built Envirnment vl 2, 1998 WIT Press, www.witpress.cm, ISSN 174-59 Dynamic strain sftening f cncrete in cmpressin under rapid lading K. Fujikake*-, J. Mizun*, A. Suzuki*, T. hn" & T.

More information

I N T R O D U C T I O N

I N T R O D U C T I O N A La Rsa Lecture Ntes PSU-Physics PH 4/5 ECE 598 I N T R O D U C T I O N Q U A N T U M T O M E C H A N I C S CHAPTER- OVERVIEW: CONTRASTING CLASSICAL AND QUANTUM MECHANICS FORMULATIONS 3 Prbabilistic interpretatin

More information

(1.1) V which contains charges. If a charge density ρ, is defined as the limit of the ratio of the charge contained. 0, and if a force density f

(1.1) V which contains charges. If a charge density ρ, is defined as the limit of the ratio of the charge contained. 0, and if a force density f 1.0 Review f Electrmagnetic Field Thery Selected aspects f electrmagnetic thery are reviewed in this sectin, with emphasis n cncepts which are useful in understanding magnet design. Detailed, rigrus treatments

More information

Design Constraints for Liquid-Protected Divertors

Design Constraints for Liquid-Protected Divertors Design Cnstraints fr iquid-prtected Divertrs S. Shin, S. I. Abdel-Khalik, M. Yda, and the ARIES Team G. W. Wdruff Schl f Mechanical Engineering, Gergia Institute f Technlgy, Atlanta, GA 3033-0405 USA [seungwn.shin@me.gatech.edu,

More information

What is Statistical Learning?

What is Statistical Learning? What is Statistical Learning? Sales 5 10 15 20 25 Sales 5 10 15 20 25 Sales 5 10 15 20 25 0 50 100 200 300 TV 0 10 20 30 40 50 Radi 0 20 40 60 80 100 Newspaper Shwn are Sales vs TV, Radi and Newspaper,

More information

Chapter 4. Unsteady State Conduction

Chapter 4. Unsteady State Conduction Chapter 4 Unsteady State Cnductin Chapter 5 Steady State Cnductin Chee 318 1 4-1 Intrductin ransient Cnductin Many heat transfer prblems are time dependent Changes in perating cnditins in a system cause

More information

ELECTRON CYCLOTRON HEATING OF AN ANISOTROPIC PLASMA. December 4, PLP No. 322

ELECTRON CYCLOTRON HEATING OF AN ANISOTROPIC PLASMA. December 4, PLP No. 322 ELECTRON CYCLOTRON HEATING OF AN ANISOTROPIC PLASMA by J. C. SPROTT December 4, 1969 PLP N. 3 These PLP Reprts are infrmal and preliminary and as such may cntain errrs nt yet eliminated. They are fr private

More information

7.0 Heat Transfer in an External Laminar Boundary Layer

7.0 Heat Transfer in an External Laminar Boundary Layer 7.0 Heat ransfer in an Eternal Laminar Bundary Layer 7. Intrductin In this chapter, we will assume: ) hat the fluid prperties are cnstant and unaffected by temperature variatins. ) he thermal & mmentum

More information

Evaluating enterprise support: state of the art and future challenges. Dirk Czarnitzki KU Leuven, Belgium, and ZEW Mannheim, Germany

Evaluating enterprise support: state of the art and future challenges. Dirk Czarnitzki KU Leuven, Belgium, and ZEW Mannheim, Germany Evaluating enterprise supprt: state f the art and future challenges Dirk Czarnitzki KU Leuven, Belgium, and ZEW Mannheim, Germany Intrductin During the last decade, mircecnmetric ecnmetric cunterfactual

More information

IAML: Support Vector Machines

IAML: Support Vector Machines 1 / 22 IAML: Supprt Vectr Machines Charles Suttn and Victr Lavrenk Schl f Infrmatics Semester 1 2 / 22 Outline Separating hyperplane with maimum margin Nn-separable training data Epanding the input int

More information

Application of APW Pseudopotential Form Factor in the Calculation of Liquid Metal Resistivities.

Application of APW Pseudopotential Form Factor in the Calculation of Liquid Metal Resistivities. Internatinal Jurnal f Pure and Applied Physics. ISSN 097-1776 Vlume 8, Number (01), pp. 11-117 Research India Publicatins http://www.ripublicatin.cm/pap.htm Applicatin f APW Pseudptential Frm Factr in

More information

A NOTE ON THE EQUIVAImCE OF SOME TEST CRITERIA. v. P. Bhapkar. University of Horth Carolina. and

A NOTE ON THE EQUIVAImCE OF SOME TEST CRITERIA. v. P. Bhapkar. University of Horth Carolina. and ~ A NOTE ON THE EQUVAmCE OF SOME TEST CRTERA by v. P. Bhapkar University f Hrth Carlina University f Pna nstitute f Statistics Mime Series N. 421 February 1965 This research was supprted by the Mathematics

More information

In SMV I. IAML: Support Vector Machines II. This Time. The SVM optimization problem. We saw:

In SMV I. IAML: Support Vector Machines II. This Time. The SVM optimization problem. We saw: In SMV I IAML: Supprt Vectr Machines II Nigel Gddard Schl f Infrmatics Semester 1 We sa: Ma margin trick Gemetry f the margin and h t cmpute it Finding the ma margin hyperplane using a cnstrained ptimizatin

More information

[ ] [ ] [ ] [ ] [ ] [ J] dt x x hard to solve in general solve it numerically. If there is no convection. is in the absence of reaction n

[ ] [ ] [ ] [ ] [ ] [ J] dt x x hard to solve in general solve it numerically. If there is no convection. is in the absence of reaction n .3 The material balance equatin Net change f [J] due t diffusin, cnvectin, and reactin [ ] [ ] [ ] d J J J n = D v k [ J ] fr n - th reactin dt x x hard t slve in general slve it numerically If there is

More information

Mass Production Rate. Solid Propellant Burning Rate

Mass Production Rate. Solid Propellant Burning Rate Mass Prductin Rate Prpellant cnverted t gas at rate given by m r (VI.) s b (Surface) Regressin Rate r r dx smetimes r b standard mdel (Burning Rate Law r St. Rbert s Law, als Vielle s Law) n (VI.2) r ap

More information

LCA14-206: Scheduler tooling and benchmarking. Tue-4-Mar, 11:15am, Zoran Markovic, Vincent Guittot

LCA14-206: Scheduler tooling and benchmarking. Tue-4-Mar, 11:15am, Zoran Markovic, Vincent Guittot LCA14-206: Scheduler tling and benchmarking Tue-4-Mar, 11:15am, Zran Markvic, Vincent Guittt Scheduler Tls and Benchmarking Frm Energy Aware mini-summit @ Ksummit 2013 extract frm [1]: Ing Mlnar came in

More information

Ice Accretion Prediction Code

Ice Accretion Prediction Code Ice Accretin Predictin Cde Vladimír Hrák University f Defence Institute f Hydrdynamics, Academy f Sciences Czech Republic 1 Dedicated t the memry f Dr. Bhumír Hření 2 Mtivatin The in-flight icing may affect

More information

ANALYTICAL SOLUTIONS TO THE PROBLEM OF EDDY CURRENT PROBES

ANALYTICAL SOLUTIONS TO THE PROBLEM OF EDDY CURRENT PROBES ANALYTICAL SOLUTIONS TO THE PROBLEM OF EDDY CURRENT PROBES CONSISTING OF LONG PARALLEL CONDUCTORS B. de Halleux, O. Lesage, C. Mertes and A. Ptchelintsev Mechanical Engineering Department Cathlic University

More information

ChE 471: LECTURE 4 Fall 2003

ChE 471: LECTURE 4 Fall 2003 ChE 47: LECTURE 4 Fall 003 IDEL RECTORS One f the key gals f chemical reactin engineering is t quantify the relatinship between prductin rate, reactr size, reactin kinetics and selected perating cnditins.

More information

Ecology 302 Lecture III. Exponential Growth (Gotelli, Chapter 1; Ricklefs, Chapter 11, pp )

Ecology 302 Lecture III. Exponential Growth (Gotelli, Chapter 1; Ricklefs, Chapter 11, pp ) Eclgy 302 Lecture III. Expnential Grwth (Gtelli, Chapter 1; Ricklefs, Chapter 11, pp. 222-227) Apcalypse nw. The Santa Ana Watershed Prject Authrity pulls n punches in prtraying its missin in apcalyptic

More information

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 1, No 3, 2010

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 1, No 3, 2010 Prbabilistic Analysis f Lateral Displacements f Shear in a 20 strey building Samir Benaissa 1, Belaid Mechab 2 1 Labratire de Mathematiques, Université de Sidi Bel Abbes BP 89, Sidi Bel Abbes 22000, Algerie.

More information

8 th Grade Math: Pre-Algebra

8 th Grade Math: Pre-Algebra Hardin Cunty Middle Schl (2013-2014) 1 8 th Grade Math: Pre-Algebra Curse Descriptin The purpse f this curse is t enhance student understanding, participatin, and real-life applicatin f middle-schl mathematics

More information

A TIME-DOMAIN FINITE-DIFFERENCE METHOD WITH ATTENUATION BY A RECURSIVE ALGORITHM

A TIME-DOMAIN FINITE-DIFFERENCE METHOD WITH ATTENUATION BY A RECURSIVE ALGORITHM A TIME-DOMAIN FINITE-DIFFERENCE METHOD WITH ATTENUATION BY A RECURSIVE ALGORITHM Ningya Cheng Arthur 'C. H."Cheng and M. Nafi Tksz Earth Resurces Labratry Department f Earth Atmspheric and Planetary Sciences

More information

Distributions, spatial statistics and a Bayesian perspective

Distributions, spatial statistics and a Bayesian perspective Distributins, spatial statistics and a Bayesian perspective Dug Nychka Natinal Center fr Atmspheric Research Distributins and densities Cnditinal distributins and Bayes Thm Bivariate nrmal Spatial statistics

More information

Math Foundations 20 Work Plan

Math Foundations 20 Work Plan Math Fundatins 20 Wrk Plan Units / Tpics 20.8 Demnstrate understanding f systems f linear inequalities in tw variables. Time Frame December 1-3 weeks 6-10 Majr Learning Indicatrs Identify situatins relevant

More information

NUMERICAL SIMULATION OF CHLORIDE DIFFUSION IN REINFORCED CONCRETE STRUCTURES WITH CRACKS

NUMERICAL SIMULATION OF CHLORIDE DIFFUSION IN REINFORCED CONCRETE STRUCTURES WITH CRACKS VIII Internatinal Cnference n Fracture Mechanics f Cnete and Cnete Structures FraMCS-8 J.G.M. Van Mier, G. Ruiz, C. Andrade, R.C. Yu and X.X. Zhang (Eds) NUMERICAL SIMULATION OF CHLORIDE DIFFUSION IN REINFORCED

More information

Thermo-Mechanical behavior of the solidifying shell in a beam blank and a thin slab caster with a funnel-mold

Thermo-Mechanical behavior of the solidifying shell in a beam blank and a thin slab caster with a funnel-mold ANNUAL REPORT 2006 Meeting date: June 16, 2006 Therm-Mechanical behavir f the slidifying shell in a beam blank and a thin slab caster with a funnel-mld Seid Kric Ph.D. Engineering Applicatins Analyst Natinal

More information

OF SIMPLY SUPPORTED PLYWOOD PLATES UNDER COMBINED EDGEWISE BENDING AND COMPRESSION

OF SIMPLY SUPPORTED PLYWOOD PLATES UNDER COMBINED EDGEWISE BENDING AND COMPRESSION U. S. FOREST SERVICE RESEARCH PAPER FPL 50 DECEMBER U. S. DEPARTMENT OF AGRICULTURE FOREST SERVICE FOREST PRODUCTS LABORATORY OF SIMPLY SUPPORTED PLYWOOD PLATES UNDER COMBINED EDGEWISE BENDING AND COMPRESSION

More information

Considering Cable Stretch in Logging Applications

Considering Cable Stretch in Logging Applications Cnsidering Cable Stretch in gging pplicatins C Kevin yns BSTRCT This paper cnsiders three methds fr calculating the unstretched length f a cable with significant self weight when the final static equilibrium

More information

A mathematical model for complete stress-strain curve prediction of permeable concrete

A mathematical model for complete stress-strain curve prediction of permeable concrete A mathematical mdel fr cmplete stress-strain curve predictin f permeable cncrete M. K. Hussin Y. Zhuge F. Bullen W. P. Lkuge Faculty f Engineering and Surveying, University f Suthern Queensland, Twmba,

More information

Lecture 7 Further Development of Theory and Applications

Lecture 7 Further Development of Theory and Applications P4 Stress and Strain Dr. A.B. Zavatsk HT08 Lecture 7 Further Develpment f Ther and Applicatins Hke s law fr plane stress. Relatinship between the elastic cnstants. lume change and bulk mdulus. Spherical

More information

Exponential Functions, Growth and Decay

Exponential Functions, Growth and Decay Name..Class. Date. Expnential Functins, Grwth and Decay Essential questin: What are the characteristics f an expnential junctin? In an expnential functin, the variable is an expnent. The parent functin

More information

Investigation of a Single-Point Nonlinearity Indicator in One-Dimensional Propagation. 2 Theory

Investigation of a Single-Point Nonlinearity Indicator in One-Dimensional Propagation. 2 Theory Investigatin f a Single-Pint Nnlinearity Indicatr in One-Dimensinal Prpagatin Lauren Falc, Kent Gee, Anthny Atchley, Victr Sparrw The Pennsylvania State University, Graduate Prgram in Acustics, University

More information

COMP 551 Applied Machine Learning Lecture 9: Support Vector Machines (cont d)

COMP 551 Applied Machine Learning Lecture 9: Support Vector Machines (cont d) COMP 551 Applied Machine Learning Lecture 9: Supprt Vectr Machines (cnt d) Instructr: Herke van Hf (herke.vanhf@mail.mcgill.ca) Slides mstly by: Class web page: www.cs.mcgill.ca/~hvanh2/cmp551 Unless therwise

More information

Computational modeling techniques

Computational modeling techniques Cmputatinal mdeling techniques Lecture 11: Mdeling with systems f ODEs In Petre Department f IT, Ab Akademi http://www.users.ab.fi/ipetre/cmpmd/ Mdeling with differential equatins Mdeling strategy Fcus

More information

Comparison of various models for strainsoftening

Comparison of various models for strainsoftening Cmparisn f varius mdels fr strainsftening Gilles Pijaudier-Cabt*, Zdenek P. Bazant and Mazen Tabbara Department f Civil Engineering, Center fr Cncrete and Gematerials, Nrthwestern University, Tech-2410.

More information

On the Quantification of the Constraint Effect Along a Three-Dimensional Crack Front

On the Quantification of the Constraint Effect Along a Three-Dimensional Crack Front Internatinal Jurnal f Mechanical Engineering and Applicatins 206; 4(6): 226-23 http://www.sciencepublishinggrup.cm/j/ijmea di: 0.648/j.ijmea.2060406.3 ISSN: 2330-023X (Print); ISSN: 2330-0248 (Online)

More information

The blessing of dimensionality for kernel methods

The blessing of dimensionality for kernel methods fr kernel methds Building classifiers in high dimensinal space Pierre Dupnt Pierre.Dupnt@ucluvain.be Classifiers define decisin surfaces in sme feature space where the data is either initially represented

More information

CN700 Additive Models and Trees Chapter 9: Hastie et al. (2001)

CN700 Additive Models and Trees Chapter 9: Hastie et al. (2001) CN700 Additive Mdels and Trees Chapter 9: Hastie et al. (2001) Madhusudana Shashanka Department f Cgnitive and Neural Systems Bstn University CN700 - Additive Mdels and Trees March 02, 2004 p.1/34 Overview

More information

Introductory Thoughts

Introductory Thoughts Flw Similarity By using the Buckingham pi therem, we have reduced the number f independent variables frm five t tw If we wish t run a series f wind-tunnel tests fr a given bdy at a given angle f attack,

More information

Lecture 2: Supervised vs. unsupervised learning, bias-variance tradeoff

Lecture 2: Supervised vs. unsupervised learning, bias-variance tradeoff Lecture 2: Supervised vs. unsupervised learning, bias-variance tradeff Reading: Chapter 2 STATS 202: Data mining and analysis September 27, 2017 1 / 20 Supervised vs. unsupervised learning In unsupervised

More information

Lecture 2: Supervised vs. unsupervised learning, bias-variance tradeoff

Lecture 2: Supervised vs. unsupervised learning, bias-variance tradeoff Lecture 2: Supervised vs. unsupervised learning, bias-variance tradeff Reading: Chapter 2 STATS 202: Data mining and analysis September 27, 2017 1 / 20 Supervised vs. unsupervised learning In unsupervised

More information

Legendre-Tau Spectral Elements for Incompressible Navier-Stokes Flow

Legendre-Tau Spectral Elements for Incompressible Navier-Stokes Flow Legendre-Tau Spectral Elements fr Incmpressible avier-stkes Flw Kelly Black* Abstract A spectral multi-dmain methd is intrduced and examined. After dividing the cmputatinal dmain int nnverlapping subdmains

More information

Simulation of the Coating Process

Simulation of the Coating Process Jsef Dembický Technical University f Liberec Studentská 2, 461 17 Liberec, Czech Republic E-mail: jsef.dembicky@tul.cz Simulatin f the Cating Prcess Abstract Cating prcesses play a significant rle in the

More information

Materials Engineering 272-C Fall 2001, Lecture 7 & 8 Fundamentals of Diffusion

Materials Engineering 272-C Fall 2001, Lecture 7 & 8 Fundamentals of Diffusion Materials Engineering 272-C Fall 2001, Lecture 7 & 8 Fundamentals f Diffusin Diffusin: Transprt in a slid, liquid, r gas driven by a cncentratin gradient (r, in the case f mass transprt, a chemical ptential

More information

GENESIS Structural Optimization for ANSYS Mechanical

GENESIS Structural Optimization for ANSYS Mechanical P3 STRUCTURAL OPTIMIZATION (Vl. II) GENESIS Structural Optimizatin fr ANSYS Mechanical An Integrated Extensin that adds Structural Optimizatin t ANSYS Envirnment New Features and Enhancements Release 2017.03

More information

Nonlinear thermoelastic response of laminated composite conical panels

Nonlinear thermoelastic response of laminated composite conical panels Structural Engineering and Mechanics, Vl. 34, N. () 97-7 97 Nnlinear thermelastic respnse f laminated cmpsite cnical panels R.M. Jshi Department f Mechanical Engineering, Faculty f Technlgy, D. D. University,

More information

Performance Comparison of Nonlinear Filters for Indoor WLAN Positioning

Performance Comparison of Nonlinear Filters for Indoor WLAN Positioning Perfrmance Cmparisn f Nnlinear Filters fr Indr WLAN Psitining Hui Wang Andrei Szab Jachim Bamberger Learning Systems Infrmatin and Cmmunicatins Crprate Technlgy Siemens AG Munich Germany Email: {hui.wang.ext.andrei.szab.jachim.bamberger}@siemens.cm

More information

Analysis of Curved Bridges Crossing Fault Rupture Zones

Analysis of Curved Bridges Crossing Fault Rupture Zones Analysis f Curved Bridges Crssing Fault Rupture Znes R.K.Gel, B.Qu & O.Rdriguez Dept. f Civil and Envirnmental Engineering, Califrnia Plytechnic State University, San Luis Obisp, CA 93407, USA SUMMARY:

More information

ON THE EFFECTIVENESS OF POROSITY ON UNSTEADY COUETTE FLOW AND HEAT TRANSFER BETWEEN PARALLEL POROUS PLATES WITH EXPONENTIAL DECAYING PRESSURE GRADIENT

ON THE EFFECTIVENESS OF POROSITY ON UNSTEADY COUETTE FLOW AND HEAT TRANSFER BETWEEN PARALLEL POROUS PLATES WITH EXPONENTIAL DECAYING PRESSURE GRADIENT 17 Kragujevac J. Sci. 8 (006) 17-4. ON THE EFFECTIVENESS OF POROSITY ON UNSTEADY COUETTE FLOW AND HEAT TRANSFER BETWEEN PARALLEL POROUS PLATES WITH EXPONENTIAL DECAYING PRESSURE GRADIENT Hazem Ali Attia

More information

MATHEMATICS SYLLABUS SECONDARY 5th YEAR

MATHEMATICS SYLLABUS SECONDARY 5th YEAR Eurpean Schls Office f the Secretary-General Pedaggical Develpment Unit Ref. : 011-01-D-8-en- Orig. : EN MATHEMATICS SYLLABUS SECONDARY 5th YEAR 6 perid/week curse APPROVED BY THE JOINT TEACHING COMMITTEE

More information

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING 85 (1991) NORTH-HOLLAND

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING 85 (1991) NORTH-HOLLAND COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING 85 (1991) 207-217 NORTH-HOLLAND ON THE DOWNSTREAM BOUNDARY CONDITIONS FOR THE VORTICITY-STREAM FUNCTION FORMULATION OF TWO-DIMENSIONAL INCOMPRESSIBLE

More information

7 TH GRADE MATH STANDARDS

7 TH GRADE MATH STANDARDS ALGEBRA STANDARDS Gal 1: Students will use the language f algebra t explre, describe, represent, and analyze number expressins and relatins 7 TH GRADE MATH STANDARDS 7.M.1.1: (Cmprehensin) Select, use,

More information

SGP - TR - 30 PROCEEDINGS FOURTH WORKSHOP GEOTHERMAL RESERVOIR ENGINEERING. Editors. December13-15, , 1978 SGP - TR - 30 CONF

SGP - TR - 30 PROCEEDINGS FOURTH WORKSHOP GEOTHERMAL RESERVOIR ENGINEERING. Editors. December13-15, , 1978 SGP - TR - 30 CONF SGP - TR - 30 SGP - TR - 30 CON-781222-26 PROCEEDINGS OURTH WORKSHOP GEOTHERMAL RESERVOIR ENGINEERING Paul Paul Krugerand and Henry.. Ramey, Ramey., r. r. Editrs December13-15, 13-15., 1978 DISTRIBUTION

More information

COMP 551 Applied Machine Learning Lecture 11: Support Vector Machines

COMP 551 Applied Machine Learning Lecture 11: Support Vector Machines COMP 551 Applied Machine Learning Lecture 11: Supprt Vectr Machines Instructr: (jpineau@cs.mcgill.ca) Class web page: www.cs.mcgill.ca/~jpineau/cmp551 Unless therwise nted, all material psted fr this curse

More information

Image Processing Adam Finkelstein & Tim Weyrich Princeton University

Image Processing Adam Finkelstein & Tim Weyrich Princeton University Syllabus I. Image prcessing II. Mdeling Cmputer Animatin III. Rendering Rendering IV. Animatin (Michael Bstck, CS426, Fall99) Image Prcessing Adam Finkelstein & Tim Weyrich Princetn University (Rusty Cleman,

More information