Large Scale Topology Optimization Using Preconditioned Krylov Subspace Recycling and Continuous Approximation of Material Distribution

Size: px
Start display at page:

Download "Large Scale Topology Optimization Using Preconditioned Krylov Subspace Recycling and Continuous Approximation of Material Distribution"

Transcription

1 Larg Scal Topology Optimization Using Prconditiond Krylov Subspac Rcycling and Continuous Approximation of Matrial Distribution Eric d Sturlr*, Chau L**, Shun Wang***, Glaucio Paulino** * Dpartmnt of Mathmatics, Virginia Tch, Blacksburg, VA **Dpartmnt of Environmntal and Civil Enginring, Univrsity of Illinois at Urbana-Champaign, Urbana, IL ***Dpartmnt of Computr Scinc, Univrsity of Illinois at Urbana-Champaign, Urbana, IL Abstract. Larg-scal topology optimization problms dmand th solution of a larg numbr of linar systms arising in th finit lmnt analysis. Ths systms can b solvd fficintly by spcial itrativ solvrs. Bcaus th linar systms in th squnc of optimization stps chang slowly from on stp to th nxt, w can significantly rduc th numbr of itrations and th runtim of th linar solvr by rcycling slctd sarch spacs from prvious linar systms, and by using prconditioning and scaling tchniqus. W also provid a nw implmntation of th 8-nod brick (B8) lmnt for th continuous approximation of matrial distribution (CAMD) approach to improv dsigns of functionally gradd matrials. Spcifically, w dvlop a B8/B8 implmntation in which th lmnt shap functions ar usd for th approximation of both displacmnts and matrial dnsity at nodal locations. Finally, w valuat th ffctivnss of svral solvr and prconditioning stratgis, and w invstigat larg-scal xampls, including functionally gradd matrials, which ar solvd with a spcial vrsion of th SIMP (solid isotropic matrial with pnalization) modl. Th ffctivnss of th solvr is dmonstratd by mans of a topology optimization problm in a functionally gradd matrial with 1.6 million unknowns on a fast PC. Kywords: Topology optimization, matrial distribution, fast solution schms, functionally gradd matrials, finit lmnts. INTRODUCTION Th dsird rsult of topology optimization is a domain whr ach lmnt ithr is void or contains matrial. Howvr, it is mathmatically difficult to work with intgr variabls, thus rlaxation is usually applid. By allowing intrmdiat matrial dnsity btwn 0 and 1, w can comput th dsird snsitivitis. To obtain a final solution without intrmdiat dnsitis, an intrmdiat dnsity is pnalizd and mad unconomical in trms of th stiffnss as a function of dnsity or volum. At an arly stag, th homognization mthod [1] was usd to driv th stiffnss of intrmdiat dnsitis from crtain configurations of microstructurs. Howvr, th final solution is not supposd to contain microstructurs. Thrfor, th drivation of th stiffnss for intrmdiat matrial dnsity basd on th homognization approach only srvs as a

2 mans of pnalization. Latr th Solid Isotropic Matrial with Pnalization (SIMP) approach [2] was proposd as a simplr way to driv th stiffnss for intrmdiat matrial dnsity (by intrpolation). In th finit lmnt stting, w us th nodal approach with continuous approximation of matrial distribution (CAMD). Th CAMD approach is thn xtndd to modl functionally gradd matrials (FGMs) with th so-calld FGM-SIMP modl [6]. Problm Statmnt in th Continuum Stting Th problm formulation for topology optimization using th CAMD approach is givn blow for th minimization of complianc subjct to a volum constraint. T min f u ρ [0,1] KE ( ) u= f p E = ( ρ( x)) E0 n such that ρ( x) = Niρ i= 1 m ρdv V Ω 0 = 1 whr n is th numbr of nods in ach lmnt, and m is th total numbr of lmnts. Morovr, K dnots th stiffnss matrix, which is a function of th dnsity distribution ρ, f is th load vctor, u is th displacmnt vctor, E dnots th matrix of lastic proprtis of th matrial, V0 is th total volum in us, and N i rfrs to th shap functions of th finit lmnt bing usd. Furthr dtails can b found in [ 6] (addrssing FGMs) and rlatd rfrncs in [3,7]. In cas th domain is functionally gradd, that is, th proprtis of th matrial in th domain vary in spac, th lasticity tnsor is a variabl with rspct to location. To handl matrial gradation th FGM-SIMP modl is usd [6]: H p E = ρ E ( 0 x ). For a simpl xponntially gradd matrial in 3D, th FGM-SIMP modl bcoms x y z E x = E α + β + γ. () i Functionally Gradd Matrial (FGM) Domain ( ) 0 0 Th CAMD approach is rcommndd to captur th gradint of FGM proprtis insid ach lmnt. KRYLOV SUBSPACE RECYCLING FOR SYMMETRIC MATRICES Th finit lmnt analysis in topology optimization rquirs th solution of a squnc of linar systms, which in most applications ar symmtric. In ach,

3 optimization stp, th algorithm updats th dnsity of ach lmnt (th topology), and th changs in th dsign variabls tnd to b small from on optimization stp to th nxt. This holds spcially towards th nd of th optimization procss, whn th topology is convrging. Hnc, th optimization lads to small changs from on linar systm to th nxt, and crtain proprtis of th solution of on systm, or th sarch spac gnratd for on systm, rmain usful for subsqunt systms. First, th solution of on systm can b usd as an initial guss of th nxt systm to rduc th initial rsidual. Scond, an approximat invariant subspac drivd from th Krylov spac gnratd for on linar systm can b usd to improv th convrgnc rat solving th nxt linar systm. Othr subspacs may also b usd for rcycling [5], and ths tchniqus may gratly improv th convrgnc rat of Krylov solvrs if an appropriat subspac is chosn. This is th basic ida of Krylov subspac rcycling [5]. For symmtric systms, w adapt th MINRES algorithm [4] for Krylov subspac rcycling. By xploiting th symmtry of th matrix, w mak th itration chapr and th rcycling schm mor ffctiv. Furthr dtails can b found in rfrnc [8]. PRECONDITIONING AND SCALING For Krylov subspac mthods applid to symmtric or Hrmitian systms th ratio btwn th absolut largst and smallst ignvalus, which is th condition numbr of th matrix, govrns an uppr bound on th convrgnc rat. Th linar systms arising from larg-scal finit lmnt simulations in physics and nginring ar gnrally ill-conditiond. In topology optimization, th ill-conditioning is significantly xacrbatd by th wid rang of lmnt dnsitis. To rmdy this ill-conditioning, w rscal th stiffnss matrics such that th diagonal cofficints ar all th sam, which is th cas for a problm with homognous dnsity. W propos to rscal th stiffnss matrics K by multiplying with a diagonal matrix on both sids, ~ 1/ 2 1/ 2 K = D KD, whr D is th diagonal of K. Th importanc of such scaling and why it hlps is xplaind for an idalizd 1D problm in [8]. To furthr improv th conditioning and rduc itrations, w apply an incomplt Cholsky prconditionr with zro fill-in to th xplicitly rscald systm, ~~ ~ 1/ 2 1/ 2 T K = D KD LL. Figur 1 compars th condition numbrs of four matrics, th original stiffnss matrix K, th diagonally scald stiffnss matrix K ~, and both matrics multiplid with thir rspctiv incomplt Cholsky prconditionrs. Th rscaling significantly rducs th condition numbr, and also improvs th ffctivnss of th incomplt Cholsky prconditioning. Not that applying th Cholsky prconditionr to th stiffnss matrix without first scaling lads to a condition numbr that is wors than that of th diagonally scald systm (without a Cholsky prconditionr).

4 FIGURE 1. Condition numbrs for (1) th original stiffnss matrics, K, (2) thir incomplt Cholsky prconditiond forms, L 1 KL T, (3) th diagonally scald stiffnss matrics, K ~, and (4) thir incomplt Cholsky prconditiond forms, T L ~ 1~ KL ~ NUMERICAL RESULTS In this sction, w giv numrical rsults to illustrat th ffctivnss of our rcycling MINRES mthod and prconditioning as wll as two larg-scal dsign xampls with th CAMD schm. Krylov Subspac Rcycling To tst th ffctivnss of our rcycling MINRES solvr, w solv a cantilvr bam that is subjct to a point load at th cntr of th fr surfac. Th domain is discrtizd using brick lmnts and continuous distribution of matrial dnsity insid ach lmnt (B8/B8). Figur 2 shows a comparison of itration counts and run tims for th standard and rcycling MINRES (RMINRES) solvrs for svral paramtrs choics (s [8]). Without rcycling, th tim to solv ach linar systm in th optimization problm is roughly constant. Aftr an initial phas, this tim is about 80% highr than th tim to solv linar systms using th RMINRES solvr with th bst paramtr choic. Our rcycling mthod xploits th slow variation of th linar systms, and thus rducs th numbr of itrations significantly. Larg-Scal Dsign with CAMD Approach To dmonstrat th ffctivnss of th itrativ solvr and th CAMD approach, w solv a dsign problm of approximatly 1.6 million unknowns on a singl procssor PC. Th smooth approximation of matrial dnsity using th CAMD approach for larg problms lads to a highr fidlity solution with smoothr boundary surfacs. Figur 3 shows th final dsign in a homognous matrial..

5 FIGURE 2. Comparison of itration counts and runtims btwn th standard MINRES solvr and th rcycling MINRES (RMINRES) solvr for svral paramtrs choics. FIGURE 3. A cantilvr bam dsign solvd using th prconditiond, rcycling MINRES solvr and th CAMD approach; msh siz: B8/B8 lmnts; total numbr of unknowns: approximatly 1.6 million. Lft: final dsign of an homognous matrial. Right: Two cross-sctions from th final dsign. Larg-Scal Dsign in a Functionally Gradd Domain W also implmntd th cantilvr bam dsign for a simpl xponntially gradd matrial in 3D using th FGM-SIMP modl, dscribd arlir. In this xampl, th matrial is only gradd along th hight of th bam with non-homognity cofficint β = 2 h ( α = γ = 0 ), whr h is th hight of th bam. Th configuration of th problm is th sam as in th prvious xampl. Th rsults shown in Figur 4 rfr to a non-symmtric structural configuration, which illustrats th ffct of th matrial gradation in th dsign domain.

6 FIGURE 4. A cantilvr bam solvd in th FGM domain using th prconditiond, rcycling MINRES solvr and th CAMD approach; msh siz: B8/B8 lmnts; total numbr of unknowns: approximatly 1.6 million. Lft: final dsign of FGM bam. Right: two cross-sctions from th final dsign. CONCLUSIONS As suggstd by th xampls in this papr, th us of topology optimization is moving from concptual dsigns towards final dsigns that can b usd for fabrication. This volution of th tchnology can b achivd by combining mor accurat modling (CAMD) with fficint solution schms for larg-scal problm (Krylov subspac rcycling and prconditioning). ACKNOWLEDGEMENTS W acknowldg th (1) Midwst Structural Cntr, supportd by th U.S. Air Forc Rsarch Laboratory Air Vhicls Dirctorat undr contract numbr FA , (2) UIUC Cntr for Procss Simulation and Dsign via grant NSF DMR , (3) UIUC Matrials Computation Cntr via grant NSF DMR , and (4) Vitnam Education Foundation (VEF) by providing a Fllowship to Mr. Chau L. REFERENCES 1. M. P. Bndsø, N. Kikuchi, Gnrating Optimal Topologis in Structural Dsign Using a Homognization Mthod in Computr Mthods in Applid Mchanics and Enginring, 71: (2006). 2. M. P. Bndsø, O. Sigmund, Matrial Intrpolation Schms in Topology Optimization in Archivs of Applid Mchanics, 69: (1999). 3. J. Mackrl, Topology and Shap Optimization of Structurs using FEM and BEM: A bibliography ( ) in Finit Elmnts in Analysis and Dsign, 39: (2003). 4. C. C. Paig and M. A. Saundrs, Solution of Spars Indfinit Systms of Linar Equations in SIAM Journal on Numrical Analysis, 12: (1975). 5. M. L. Parks, E. d Sturlr, G. Macky, D. D. Johnson, S. Maiti, Rcycling Krylov Subspacs for Squncs of Linar Systms, in SIAM Journal on Scintific Computing, 28(5): (2006) 6. G. H. Paulino, E. C. N. Silva, Dsign of Functionally Gradd Structurs Using Topology Optimization in Matrials Scinc Forum, : (2005). 7. G. I. N. Rozvany, Aims, Scop, Mthods, History and Unifid Trminology of Computr-Aidd Topology Optimization in Structural Mchanics in Structural and Multidisciplinary Optimization, 21: (2001). 8. S. Wang, E. d Sturlr, G. Paulino, Larg-scal Topology Optimization using Prconditiond Krylov Subspac Mthods with Rcycling in Intrnational Journal for Numrical Mthods in Enginring, 69: (2007).

Large Scale Topology Optimization Using Preconditioned Krylov Subspace Recycling and Continuous Approximation of Material Distribution

Large Scale Topology Optimization Using Preconditioned Krylov Subspace Recycling and Continuous Approximation of Material Distribution Large Scale Topology Optimization Using Preconditioned Krylov Subspace Recycling and Continuous Approximation of Material Distribution Eric de Sturler", Chau Le'', Shun Wang", Glaucio Paulino'' " Department

More information

Homotopy perturbation technique

Homotopy perturbation technique Comput. Mthods Appl. Mch. Engrg. 178 (1999) 257±262 www.lsvir.com/locat/cma Homotopy prturbation tchniqu Ji-Huan H 1 Shanghai Univrsity, Shanghai Institut of Applid Mathmatics and Mchanics, Shanghai 272,

More information

TOPOLOGY DESIGN OF STRUCTURE LOADED BY EARTHQUAKE. Vienna University of Technology

TOPOLOGY DESIGN OF STRUCTURE LOADED BY EARTHQUAKE. Vienna University of Technology Bluchr Mchanical Enginring Procdings May 2014, vol. 1, num. 1 www.procdings.bluchr.com.br/vnto/10wccm TOPOLOGY DESIG OF STRUCTURE LOADED BY EARTHQUAKE P. Rosko 1 1 Cntr of Mchanics and Structural Dynamics,

More information

A Propagating Wave Packet Group Velocity Dispersion

A Propagating Wave Packet Group Velocity Dispersion Lctur 8 Phys 375 A Propagating Wav Packt Group Vlocity Disprsion Ovrviw and Motivation: In th last lctur w lookd at a localizd solution t) to th 1D fr-particl Schrödingr quation (SE) that corrsponds to

More information

Symmetric centrosymmetric matrix vector multiplication

Symmetric centrosymmetric matrix vector multiplication Linar Algbra and its Applications 320 (2000) 193 198 www.lsvir.com/locat/laa Symmtric cntrosymmtric matrix vctor multiplication A. Mlman 1 Dpartmnt of Mathmatics, Univrsity of San Francisco, San Francisco,

More information

Full Waveform Inversion Using an Energy-Based Objective Function with Efficient Calculation of the Gradient

Full Waveform Inversion Using an Energy-Based Objective Function with Efficient Calculation of the Gradient Full Wavform Invrsion Using an Enrgy-Basd Objctiv Function with Efficint Calculation of th Gradint Itm yp Confrnc Papr Authors Choi, Yun Sok; Alkhalifah, ariq Ali Citation Choi Y, Alkhalifah (217) Full

More information

Topological Design of Compliant Mechanisms with Multiple Materials

Topological Design of Compliant Mechanisms with Multiple Materials Advancs in Enginring, volum 87 nd Intrnational Confrnc on Automation, Mchanical and Elctrical Enginring (AMEE 7) Topological Dsign of Compliant Mchanisms with Multipl Matrials Jinqing Zhan,,3, Liangming

More information

1 Isoparametric Concept

1 Isoparametric Concept UNIVERSITY OF CALIFORNIA BERKELEY Dpartmnt of Civil Enginring Spring 06 Structural Enginring, Mchanics and Matrials Profssor: S. Govindj Nots on D isoparamtric lmnts Isoparamtric Concpt Th isoparamtric

More information

Middle East Technical University Department of Mechanical Engineering ME 413 Introduction to Finite Element Analysis

Middle East Technical University Department of Mechanical Engineering ME 413 Introduction to Finite Element Analysis Middl East Tchnical Univrsity Dpartmnt of Mchanical Enginring ME 43 Introduction to Finit Elmnt Analysis Chaptr 3 Computr Implmntation of D FEM Ths nots ar prpard by Dr. Cünyt Srt http://www.m.mtu.du.tr/popl/cunyt

More information

The Matrix Exponential

The Matrix Exponential Th Matrix Exponntial (with xrciss) by D. Klain Vrsion 207.0.05 Corrctions and commnts ar wlcom. Th Matrix Exponntial For ach n n complx matrix A, dfin th xponntial of A to b th matrix A A k I + A + k!

More information

Einstein Equations for Tetrad Fields

Einstein Equations for Tetrad Fields Apiron, Vol 13, No, Octobr 006 6 Einstin Equations for Ttrad Filds Ali Rıza ŞAHİN, R T L Istanbul (Turky) Evry mtric tnsor can b xprssd by th innr product of ttrad filds W prov that Einstin quations for

More information

Search sequence databases 3 10/25/2016

Search sequence databases 3 10/25/2016 Sarch squnc databass 3 10/25/2016 Etrm valu distribution Ø Suppos X is a random variabl with probability dnsity function p(, w sampl a larg numbr S of indpndnt valus of X from this distribution for an

More information

The Matrix Exponential

The Matrix Exponential Th Matrix Exponntial (with xrciss) by Dan Klain Vrsion 28928 Corrctions and commnts ar wlcom Th Matrix Exponntial For ach n n complx matrix A, dfin th xponntial of A to b th matrix () A A k I + A + k!

More information

3 Finite Element Parametric Geometry

3 Finite Element Parametric Geometry 3 Finit Elmnt Paramtric Gomtry 3. Introduction Th intgral of a matrix is th matrix containing th intgral of ach and vry on of its original componnts. Practical finit lmnt analysis rquirs intgrating matrics,

More information

Data Assimilation 1. Alan O Neill National Centre for Earth Observation UK

Data Assimilation 1. Alan O Neill National Centre for Earth Observation UK Data Assimilation 1 Alan O Nill National Cntr for Earth Obsrvation UK Plan Motivation & basic idas Univariat (scalar) data assimilation Multivariat (vctor) data assimilation 3d-Variational Mthod (& optimal

More information

AS 5850 Finite Element Analysis

AS 5850 Finite Element Analysis AS 5850 Finit Elmnt Analysis Two-Dimnsional Linar Elasticity Instructor Prof. IIT Madras Equations of Plan Elasticity - 1 displacmnt fild strain- displacmnt rlations (infinitsimal strain) in matrix form

More information

A Sub-Optimal Log-Domain Decoding Algorithm for Non-Binary LDPC Codes

A Sub-Optimal Log-Domain Decoding Algorithm for Non-Binary LDPC Codes Procdings of th 9th WSEAS Intrnational Confrnc on APPLICATIONS of COMPUTER ENGINEERING A Sub-Optimal Log-Domain Dcoding Algorithm for Non-Binary LDPC Cods CHIRAG DADLANI and RANJAN BOSE Dpartmnt of Elctrical

More information

Division of Mechanics Lund University MULTIBODY DYNAMICS. Examination Name (write in block letters):.

Division of Mechanics Lund University MULTIBODY DYNAMICS. Examination Name (write in block letters):. Division of Mchanics Lund Univrsity MULTIBODY DYNMICS Examination 7033 Nam (writ in block lttrs):. Id.-numbr: Writtn xamination with fiv tasks. Plas chck that all tasks ar includd. clan copy of th solutions

More information

(Upside-Down o Direct Rotation) β - Numbers

(Upside-Down o Direct Rotation) β - Numbers Amrican Journal of Mathmatics and Statistics 014, 4(): 58-64 DOI: 10593/jajms0140400 (Upsid-Down o Dirct Rotation) β - Numbrs Ammar Sddiq Mahmood 1, Shukriyah Sabir Ali,* 1 Dpartmnt of Mathmatics, Collg

More information

Rational Approximation for the one-dimensional Bratu Equation

Rational Approximation for the one-dimensional Bratu Equation Intrnational Journal of Enginring & Tchnology IJET-IJES Vol:3 o:05 5 Rational Approximation for th on-dimnsional Bratu Equation Moustafa Aly Soliman Chmical Enginring Dpartmnt, Th British Univrsity in

More information

Dynamic Modelling of Hoisting Steel Wire Rope. Da-zhi CAO, Wen-zheng DU, Bao-zhu MA *

Dynamic Modelling of Hoisting Steel Wire Rope. Da-zhi CAO, Wen-zheng DU, Bao-zhu MA * 17 nd Intrnational Confrnc on Mchanical Control and Automation (ICMCA 17) ISBN: 978-1-6595-46-8 Dynamic Modlling of Hoisting Stl Wir Rop Da-zhi CAO, Wn-zhng DU, Bao-zhu MA * and Su-bing LIU Xi an High

More information

Element connectivity parameterization method for the stress based topology optimization for geometrically nonlinear structure

Element connectivity parameterization method for the stress based topology optimization for geometrically nonlinear structure 0 th World Congrss on Structural and Multidisciplinary Optimization May 9-4, 03, Orlando, Florida, USA Elmnt connctivity paramtrization mthod for th strss basd topology optimization for gomtrically nonlinar

More information

Function Spaces. a x 3. (Letting x = 1 =)) a(0) + b + c (1) = 0. Row reducing the matrix. b 1. e 4 3. e 9. >: (x = 1 =)) a(0) + b + c (1) = 0

Function Spaces. a x 3. (Letting x = 1 =)) a(0) + b + c (1) = 0. Row reducing the matrix. b 1. e 4 3. e 9. >: (x = 1 =)) a(0) + b + c (1) = 0 unction Spacs Prrquisit: Sction 4.7, Coordinatization n this sction, w apply th tchniqus of Chaptr 4 to vctor spacs whos lmnts ar functions. Th vctor spacs P n and P ar familiar xampls of such spacs. Othr

More information

Ferroelectrics 342:73-82, 2006 Computational Modeling of Ferromagnetic Shape Memory Thin Films

Ferroelectrics 342:73-82, 2006 Computational Modeling of Ferromagnetic Shape Memory Thin Films Frrolctrics 4:7-8 6 Computational Modling of Frromagntic Shap Mmory Thin Films J. Liakhova M. Luskin and T. Zhang School of Mathmatics 6 Church St. SE Univrsity of Minnsota Minnapolis MN 55455 USA Email:

More information

MAE4700/5700 Finite Element Analysis for Mechanical and Aerospace Design

MAE4700/5700 Finite Element Analysis for Mechanical and Aerospace Design MAE4700/5700 Finit Elmnt Analysis for Mchanical and Arospac Dsign Cornll Univrsity, Fall 2009 Nicholas Zabaras Matrials Procss Dsign and Control Laboratory Sibly School of Mchanical and Arospac Enginring

More information

CE 530 Molecular Simulation

CE 530 Molecular Simulation CE 53 Molcular Simulation Lctur 8 Fr-nrgy calculations David A. Kofk Dpartmnt of Chmical Enginring SUNY Buffalo kofk@ng.buffalo.du 2 Fr-Enrgy Calculations Uss of fr nrgy Phas quilibria Raction quilibria

More information

Evaluating Reliability Systems by Using Weibull & New Weibull Extension Distributions Mushtak A.K. Shiker

Evaluating Reliability Systems by Using Weibull & New Weibull Extension Distributions Mushtak A.K. Shiker Evaluating Rliability Systms by Using Wibull & Nw Wibull Extnsion Distributions Mushtak A.K. Shikr مشتاق عبذ الغني شخير Univrsity of Babylon, Collg of Education (Ibn Hayan), Dpt. of Mathmatics Abstract

More information

A checkerboard-controlling filter for topology optimization based on stress distribution

A checkerboard-controlling filter for topology optimization based on stress distribution 6 th World Congrsss o Structural and Multidisciplinary Optimization Rio d Janiro, 30 May - 03 Jun 2005, Brazil A chckrboard-controlling iltr or topology optimization basd on strss distribution Kazm Ghabrai,

More information

Construction of asymmetric orthogonal arrays of strength three via a replacement method

Construction of asymmetric orthogonal arrays of strength three via a replacement method isid/ms/26/2 Fbruary, 26 http://www.isid.ac.in/ statmath/indx.php?modul=prprint Construction of asymmtric orthogonal arrays of strngth thr via a rplacmnt mthod Tian-fang Zhang, Qiaoling Dng and Alok Dy

More information

3-D SQCE Model and Its Application in Fracture Mechanics *

3-D SQCE Model and Its Application in Fracture Mechanics * 3-D SQCE Modl and Its Application in Fractur Mchanics * Zhichao Wang Sr. ad Enginr Applid Mchanics Dpt., Emrson Climat Tchnology, USA Tribikram Kundu - Profssor Enginring Mchanics Dpt.,Th Univrsity of

More information

Finite element discretization of Laplace and Poisson equations

Finite element discretization of Laplace and Poisson equations Finit lmnt discrtization of Laplac and Poisson quations Yashwanth Tummala Tutor: Prof S.Mittal 1 Outlin Finit Elmnt Mthod for 1D Introduction to Poisson s and Laplac s Equations Finit Elmnt Mthod for 2D-Discrtization

More information

That is, we start with a general matrix: And end with a simpler matrix:

That is, we start with a general matrix: And end with a simpler matrix: DIAGON ALIZATION OF THE STR ESS TEN SOR INTRO DUCTIO N By th us of Cauchy s thorm w ar abl to rduc th numbr of strss componnts in th strss tnsor to only nin valus. An additional simplification of th strss

More information

Topology Optimization of Suction Muffler for Noise Attenuation

Topology Optimization of Suction Muffler for Noise Attenuation Purdu Univrsity Purdu -Pubs Intrnational Comprssor Enginring Confrnc School of Mchanical Enginring 2012 Topology Optimization of Suction Mufflr for Nois Attnuation Jin Woo L jinwool@ajou.ac.kr Dong Wook

More information

Dynamic response of a finite length euler-bernoulli beam on linear and nonlinear viscoelastic foundations to a concentrated moving force

Dynamic response of a finite length euler-bernoulli beam on linear and nonlinear viscoelastic foundations to a concentrated moving force Journal of Mchanical Scinc and Tchnology 2 (1) (21) 1957~1961 www.springrlink.com/contnt/1738-9x DOI 1.17/s1226-1-7-x Dynamic rspons of a finit lngth ulr-brnoulli bam on linar and nonlinar viscolastic

More information

PARTITION HOLE DESIGN FOR MAXIMIZING OR MINIMIZING THE FUNDAMENTAL EIGENFREQUENCY OF A DOUBLE CAVITY BY TOPOLOGY OPTIMIZATION

PARTITION HOLE DESIGN FOR MAXIMIZING OR MINIMIZING THE FUNDAMENTAL EIGENFREQUENCY OF A DOUBLE CAVITY BY TOPOLOGY OPTIMIZATION ICSV4 Cns Australia 9- July, 007 PARTITION HOLE DESIGN FOR MAXIMIZING OR MINIMIZING THE FUNDAMENTAL EIGENFREQUENCY OF A DOUBLE CAVITY BY TOPOLOGY OPTIMIZATION Jin Woo L and Yoon Young Kim National Crativ

More information

Selective Mass Scaling (SMS)

Selective Mass Scaling (SMS) Slctiv Mass Scaling (SMS) Thory and Practic Thomas Borrvall Dynamor Nordic AB Octobr 20 LS DYNA information Contnt Background Is SMS nwsworthy? Thory and Implmntation Diffrnc btwn CMS and SMS Undr th hood

More information

Two Products Manufacturer s Production Decisions with Carbon Constraint

Two Products Manufacturer s Production Decisions with Carbon Constraint Managmnt Scinc and Enginring Vol 7 No 3 pp 3-34 DOI:3968/jms9335X374 ISSN 93-34 [Print] ISSN 93-35X [Onlin] wwwcscanadant wwwcscanadaorg Two Products Manufacturr s Production Dcisions with Carbon Constraint

More information

Procdings of IC-IDC0 ( and (, ( ( and (, and (f ( and (, rspctivly. If two input signals ar compltly qual, phas spctra of two signals ar qual. That is

Procdings of IC-IDC0 ( and (, ( ( and (, and (f ( and (, rspctivly. If two input signals ar compltly qual, phas spctra of two signals ar qual. That is Procdings of IC-IDC0 EFFECTS OF STOCHASTIC PHASE SPECTRUM DIFFERECES O PHASE-OLY CORRELATIO FUCTIOS PART I: STATISTICALLY COSTAT PHASE SPECTRUM DIFFERECES FOR FREQUECY IDICES Shunsu Yamai, Jun Odagiri,

More information

Addition of angular momentum

Addition of angular momentum Addition of angular momntum April, 0 Oftn w nd to combin diffrnt sourcs of angular momntum to charactriz th total angular momntum of a systm, or to divid th total angular momntum into parts to valuat th

More information

Problem Set 6 Solutions

Problem Set 6 Solutions 6.04/18.06J Mathmatics for Computr Scinc March 15, 005 Srini Dvadas and Eric Lhman Problm St 6 Solutions Du: Monday, March 8 at 9 PM in Room 3-044 Problm 1. Sammy th Shark is a financial srvic providr

More information

Instantaneous Cutting Force Model in High-Speed Milling Process with Gyroscopic Effect

Instantaneous Cutting Force Model in High-Speed Milling Process with Gyroscopic Effect Advancd Matrials sarch Onlin: -8-6 ISS: 66-8985, Vols. 34-36, pp 389-39 doi:.48/www.scintific.nt/am.34-36.389 rans ch Publications, Switzrland Instantanous Cutting Forc Modl in High-Spd Milling Procss

More information

On the irreducibility of some polynomials in two variables

On the irreducibility of some polynomials in two variables ACTA ARITHMETICA LXXXII.3 (1997) On th irrducibility of som polynomials in two variabls by B. Brindza and Á. Pintér (Dbrcn) To th mmory of Paul Erdős Lt f(x) and g(y ) b polynomials with intgral cofficints

More information

Another view for a posteriori error estimates for variational inequalities of the second kind

Another view for a posteriori error estimates for variational inequalities of the second kind Accptd by Applid Numrical Mathmatics in July 2013 Anothr viw for a postriori rror stimats for variational inqualitis of th scond kind Fi Wang 1 and Wimin Han 2 Abstract. In this papr, w giv anothr viw

More information

Cramér-Rao Inequality: Let f(x; θ) be a probability density function with continuous parameter

Cramér-Rao Inequality: Let f(x; θ) be a probability density function with continuous parameter WHEN THE CRAMÉR-RAO INEQUALITY PROVIDES NO INFORMATION STEVEN J. MILLER Abstract. W invstigat a on-paramtr family of probability dnsitis (rlatd to th Parto distribution, which dscribs many natural phnomna)

More information

State-space behaviours 2 using eigenvalues

State-space behaviours 2 using eigenvalues 1 Stat-spac bhaviours 2 using ignvalus J A Rossitr Slids by Anthony Rossitr Introduction Th first vido dmonstratd that on can solv 2 x x( ( x(0) Th stat transition matrix Φ( can b computd using Laplac

More information

A Weakly Over-Penalized Non-Symmetric Interior Penalty Method

A Weakly Over-Penalized Non-Symmetric Interior Penalty Method Europan Socity of Computational Mthods in Scincs and Enginring (ESCMSE Journal of Numrical Analysis, Industrial and Applid Mathmatics (JNAIAM vol.?, no.?, 2007, pp.?-? ISSN 1790 8140 A Wakly Ovr-Pnalizd

More information

Difference -Analytical Method of The One-Dimensional Convection-Diffusion Equation

Difference -Analytical Method of The One-Dimensional Convection-Diffusion Equation Diffrnc -Analytical Mthod of Th On-Dimnsional Convction-Diffusion Equation Dalabav Umurdin Dpartmnt mathmatic modlling, Univrsity of orld Economy and Diplomacy, Uzbistan Abstract. An analytical diffrncing

More information

Derangements and Applications

Derangements and Applications 2 3 47 6 23 Journal of Intgr Squncs, Vol. 6 (2003), Articl 03..2 Drangmnts and Applications Mhdi Hassani Dpartmnt of Mathmatics Institut for Advancd Studis in Basic Scincs Zanjan, Iran mhassani@iasbs.ac.ir

More information

Machine Detector Interface Workshop: ILC-SLAC, January 6-8, 2005.

Machine Detector Interface Workshop: ILC-SLAC, January 6-8, 2005. Intrnational Linar Collidr Machin Dtctor Intrfac Workshop: ILCSLAC, January 68, 2005. Prsntd by Brtt Parkr, BNLSMD Mssag: Tools ar now availabl to optimiz IR layout with compact suprconducting quadrupols

More information

Fourier Transforms and the Wave Equation. Key Mathematics: More Fourier transform theory, especially as applied to solving the wave equation.

Fourier Transforms and the Wave Equation. Key Mathematics: More Fourier transform theory, especially as applied to solving the wave equation. Lur 7 Fourir Transforms and th Wav Euation Ovrviw and Motivation: W first discuss a fw faturs of th Fourir transform (FT), and thn w solv th initial-valu problm for th wav uation using th Fourir transform

More information

Higher order derivatives

Higher order derivatives Robrto s Nots on Diffrntial Calculus Chaptr 4: Basic diffrntiation ruls Sction 7 Highr ordr drivativs What you nd to know alrady: Basic diffrntiation ruls. What you can larn hr: How to rpat th procss of

More information

Direct Approach for Discrete Systems One-Dimensional Elements

Direct Approach for Discrete Systems One-Dimensional Elements CONTINUUM & FINITE ELEMENT METHOD Dirct Approach or Discrt Systms On-Dimnsional Elmnts Pro. Song Jin Par Mchanical Enginring, POSTECH Dirct Approach or Discrt Systms Dirct approach has th ollowing aturs:

More information

NONLINEAR ANALYSIS OF PLATE BENDING

NONLINEAR ANALYSIS OF PLATE BENDING NONLINEAR ANALYSIS OF PLATE BENDING CONTENTS Govrning Equations of th First-Ordr Shar Dformation thor (FSDT) Finit lmnt modls of FSDT Shar and mmbran locking Computr implmntation Strss calculation Numrical

More information

u x v x dx u x v x v x u x dx d u x v x u x v x dx u x v x dx Integration by Parts Formula

u x v x dx u x v x v x u x dx d u x v x u x v x dx u x v x dx Integration by Parts Formula 7. Intgration by Parts Each drivativ formula givs ris to a corrsponding intgral formula, as w v sn many tims. Th drivativ product rul yilds a vry usful intgration tchniqu calld intgration by parts. Starting

More information

A Parallel Two Level Hybrid Method for Diagonal Dominant Tridiagonal Systems

A Parallel Two Level Hybrid Method for Diagonal Dominant Tridiagonal Systems Paralll wo Lvl Hybrid Mthod for Diagonal Dominant ridiagonal Systms Xian-H Sun and Wu Zhang Dpartmnt of Computr Scinc Illinois Institut of chnology Chicago, IL 6066 sun@cs.iit.du bstract nw mthod, namly

More information

A. T. Sornborger a a Department of Mathematics and Faculty of Engineering,

A. T. Sornborger a a Department of Mathematics and Faculty of Engineering, This articl was downloadd by: [Univrsity of California Davis] On: 29 May 2013, At: 13:57 Publishr: Taylor & Francis Informa Ltd Rgistrd in England and Wals Rgistrd Numbr: 1072954 Rgistrd offic: Mortimr

More information

Middle East Technical University Department of Mechanical Engineering ME 413 Introduction to Finite Element Analysis

Middle East Technical University Department of Mechanical Engineering ME 413 Introduction to Finite Element Analysis Middl East Tchnical Univrsity Dpartmnt of Mchanical Enginring ME Introduction to Finit Elmnt Analysis Chaptr 5 Two-Dimnsional Formulation Ths nots ar prpard by Dr. Cünyt Srt http://www.m.mtu.du.tr/popl/cunyt

More information

1 Minimum Cut Problem

1 Minimum Cut Problem CS 6 Lctur 6 Min Cut and argr s Algorithm Scribs: Png Hui How (05), Virginia Dat: May 4, 06 Minimum Cut Problm Today, w introduc th minimum cut problm. This problm has many motivations, on of which coms

More information

Pipe flow friction, small vs. big pipes

Pipe flow friction, small vs. big pipes Friction actor (t/0 t o pip) Friction small vs larg pips J. Chaurtt May 016 It is an intrsting act that riction is highr in small pips than largr pips or th sam vlocity o low and th sam lngth. Friction

More information

Homework #3. 1 x. dx. It therefore follows that a sum of the

Homework #3. 1 x. dx. It therefore follows that a sum of the Danil Cannon CS 62 / Luan March 5, 2009 Homwork # 1. Th natural logarithm is dfind by ln n = n 1 dx. It thrfor follows that a sum of th 1 x sam addnd ovr th sam intrval should b both asymptotically uppr-

More information

FINITE BEAM ELEMENT WITH PIEZOELECTRIC LAYERS AND FUNCTIONALLY GRADED MATERIAL OF CORE

FINITE BEAM ELEMENT WITH PIEZOELECTRIC LAYERS AND FUNCTIONALLY GRADED MATERIAL OF CORE ECCOMAS Congrss 20 II Europan Congrss on Computational Mthods in Applid Scincs and Enginring M. Papadrakakis,. Papadopoulos, G. Stfanou,. Plvris (ds.) Crt Island, Grc, 5 0 Jun 20 FINITE BEAM ELEMENT WITH

More information

Dynamic analysis of a Timoshenko beam subjected to moving concentrated forces using the finite element method

Dynamic analysis of a Timoshenko beam subjected to moving concentrated forces using the finite element method Shock and Vibration 4 27) 459 468 459 IOS Prss Dynamic analysis of a Timoshnko bam subjctd to moving concntratd forcs using th finit lmnt mthod Ping Lou, Gong-lian Dai and Qing-yuan Zng School of Civil

More information

Numerical considerations regarding the simulation of an aircraft in the approaching phase for landing

Numerical considerations regarding the simulation of an aircraft in the approaching phase for landing INCAS BULLETIN, Volum, Numbr 1/ 1 Numrical considrations rgarding th simulation of an aircraft in th approaching phas for landing Ionl Cristinl IORGA ionliorga@yahoo.com Univrsity of Craiova, Alxandru

More information

Smooth Boundary Based Optimisation Using Fixed Grid

Smooth Boundary Based Optimisation Using Fixed Grid 7 th World Congrss on Structural and Multidisciplinary Optimisation COEX Soul, 21 May 25 May 27, Kora Smooth Boundary Basd Optimisation Using Fixd Grid Carolin S Edwards 1, H Alicia Kim 1, Chris J Budd

More information

COMPUTER GENERATED HOLOGRAMS Optical Sciences 627 W.J. Dallas (Monday, April 04, 2005, 8:35 AM) PART I: CHAPTER TWO COMB MATH.

COMPUTER GENERATED HOLOGRAMS Optical Sciences 627 W.J. Dallas (Monday, April 04, 2005, 8:35 AM) PART I: CHAPTER TWO COMB MATH. C:\Dallas\0_Courss\03A_OpSci_67\0 Cgh_Book\0_athmaticalPrliminaris\0_0 Combath.doc of 8 COPUTER GENERATED HOLOGRAS Optical Scincs 67 W.J. Dallas (onday, April 04, 005, 8:35 A) PART I: CHAPTER TWO COB ATH

More information

4. (5a + b) 7 & x 1 = (3x 1)log 10 4 = log (M1) [4] d = 3 [4] T 2 = 5 + = 16 or or 16.

4. (5a + b) 7 & x 1 = (3x 1)log 10 4 = log (M1) [4] d = 3 [4] T 2 = 5 + = 16 or or 16. . 7 7 7... 7 7 (n )0 7 (M) 0(n ) 00 n (A) S ((7) 0(0)) (M) (7 00) 8897 (A). (5a b) 7 7... (5a)... (M) 7 5 5 (a b ) 5 5 a b (M)(A) So th cofficint is 75 (A) (C) [] S (7 7) (M) () 8897 (A) (C) [] 5. x.55

More information

Finite Strain Elastic-Viscoplastic Model

Finite Strain Elastic-Viscoplastic Model Finit Strain Elastic-Viscoplastic Modl Pinksh Malhotra Mchanics of Solids,Brown Univrsity Introduction Th main goal of th projct is to modl finit strain rat-dpndnt plasticity using a modl compatibl for

More information

LINEAR DELAY DIFFERENTIAL EQUATION WITH A POSITIVE AND A NEGATIVE TERM

LINEAR DELAY DIFFERENTIAL EQUATION WITH A POSITIVE AND A NEGATIVE TERM Elctronic Journal of Diffrntial Equations, Vol. 2003(2003), No. 92, pp. 1 6. ISSN: 1072-6691. URL: http://jd.math.swt.du or http://jd.math.unt.du ftp jd.math.swt.du (login: ftp) LINEAR DELAY DIFFERENTIAL

More information

Vehicle Routing Problem with Simultaneous Pickup and Delivery in Cross-Docking Environment

Vehicle Routing Problem with Simultaneous Pickup and Delivery in Cross-Docking Environment Vhicl Routing Problm with Simultanous Picup and Dlivry in Cross-Docing Environmnt Chiong Huang and Yun-Xi Liu Abstract This study will discuss th vhicl routing problm with simultanous picup and dlivry

More information

Response Sensitivity for Nonlinear Beam Column Elements

Response Sensitivity for Nonlinear Beam Column Elements Rspons Snsitivity for Nonlinar Bam Column Elmnts Michal H. Scott 1 ; Paolo Franchin 2 ; Grgory. Fnvs 3 ; and Filip C. Filippou 4 Abstract: Rspons snsitivity is ndd for simulation applications such as optimization,

More information

VSMN30 FINITA ELEMENTMETODEN - DUGGA

VSMN30 FINITA ELEMENTMETODEN - DUGGA VSMN3 FINITA ELEMENTMETODEN - DUGGA 1-11-6 kl. 8.-1. Maximum points: 4, Rquird points to pass: Assistanc: CALFEM manual and calculator Problm 1 ( 8p ) 8 7 6 5 y 4 1. m x 1 3 1. m Th isotropic two-dimnsional

More information

Computing and Communications -- Network Coding

Computing and Communications -- Network Coding 89 90 98 00 Computing and Communications -- Ntwork Coding Dr. Zhiyong Chn Institut of Wirlss Communications Tchnology Shanghai Jiao Tong Univrsity China Lctur 5- Nov. 05 0 Classical Information Thory Sourc

More information

There is an arbitrary overall complex phase that could be added to A, but since this makes no difference we set it to zero and choose A real.

There is an arbitrary overall complex phase that could be added to A, but since this makes no difference we set it to zero and choose A real. Midtrm #, Physics 37A, Spring 07. Writ your rsponss blow or on xtra pags. Show your work, and tak car to xplain what you ar doing; partial crdit will b givn for incomplt answrs that dmonstrat som concptual

More information

Basic Polyhedral theory

Basic Polyhedral theory Basic Polyhdral thory Th st P = { A b} is calld a polyhdron. Lmma 1. Eithr th systm A = b, b 0, 0 has a solution or thr is a vctorπ such that π A 0, πb < 0 Thr cass, if solution in top row dos not ist

More information

Estimation of apparent fraction defective: A mathematical approach

Estimation of apparent fraction defective: A mathematical approach Availabl onlin at www.plagiarsarchlibrary.com Plagia Rsarch Library Advancs in Applid Scinc Rsarch, 011, (): 84-89 ISSN: 0976-8610 CODEN (USA): AASRFC Estimation of apparnt fraction dfctiv: A mathmatical

More information

Quasi-Classical States of the Simple Harmonic Oscillator

Quasi-Classical States of the Simple Harmonic Oscillator Quasi-Classical Stats of th Simpl Harmonic Oscillator (Draft Vrsion) Introduction: Why Look for Eignstats of th Annihilation Oprator? Excpt for th ground stat, th corrspondnc btwn th quantum nrgy ignstats

More information

Full Order Observer Controller Design for Two Interacting Tank System Based on State Space Approach

Full Order Observer Controller Design for Two Interacting Tank System Based on State Space Approach Intrnational Journal of Application or Innovation in Enginring & Managmnt (IJAIEM) Wb Sit: www.ijaim.org Email: ditor@ijaim.org Volum 6, Issu 7, July 07 ISSN 39-4847 Full Ordr Obsrvr Controllr Dsign for

More information

4.2 Design of Sections for Flexure

4.2 Design of Sections for Flexure 4. Dsign of Sctions for Flxur This sction covrs th following topics Prliminary Dsign Final Dsign for Typ 1 Mmbrs Spcial Cas Calculation of Momnt Dmand For simply supportd prstrssd bams, th maximum momnt

More information

Self-Adjointness and Its Relationship to Quantum Mechanics. Ronald I. Frank 2016

Self-Adjointness and Its Relationship to Quantum Mechanics. Ronald I. Frank 2016 Ronald I. Frank 06 Adjoint https://n.wikipdia.org/wiki/adjoint In gnral thr is an oprator and a procss that dfin its adjoint *. It is thn slf-adjoint if *. Innr product spac https://n.wikipdia.org/wiki/innr_product_spac

More information

MATH 319, WEEK 15: The Fundamental Matrix, Non-Homogeneous Systems of Differential Equations

MATH 319, WEEK 15: The Fundamental Matrix, Non-Homogeneous Systems of Differential Equations MATH 39, WEEK 5: Th Fundamntal Matrix, Non-Homognous Systms of Diffrntial Equations Fundamntal Matrics Considr th problm of dtrmining th particular solution for an nsmbl of initial conditions For instanc,

More information

A MODIFIED ORTHOGONAL COLLOCATION METHOD FOR REACTION DIFFUSION PROBLEMS

A MODIFIED ORTHOGONAL COLLOCATION METHOD FOR REACTION DIFFUSION PROBLEMS Brazilian Journal of Chmical Enginring ISSN -663 Printd in Brazil www.abq.org.br/bjch Vol. 3, No., pp. 967-975, Octobr - Dcmbr,.doi.org/.59/-663.3s69 A MODIFIED ORTHOGONAL COLLOCATION METHOD FOR REACTION

More information

The van der Waals interaction 1 D. E. Soper 2 University of Oregon 20 April 2012

The van der Waals interaction 1 D. E. Soper 2 University of Oregon 20 April 2012 Th van dr Waals intraction D. E. Sopr 2 Univrsity of Orgon 20 pril 202 Th van dr Waals intraction is discussd in Chaptr 5 of J. J. Sakurai, Modrn Quantum Mchanics. Hr I tak a look at it in a littl mor

More information

COMPUTATIONAL NUCLEAR THERMAL HYDRAULICS

COMPUTATIONAL NUCLEAR THERMAL HYDRAULICS COMPUTTIONL NUCLER THERML HYDRULICS Cho, Hyoung Kyu Dpartmnt of Nuclar Enginring Soul National Univrsity CHPTER4. THE FINITE VOLUME METHOD FOR DIFFUSION PROBLEMS 2 Tabl of Contnts Chaptr 1 Chaptr 2 Chaptr

More information

arxiv: v1 [math.oc] 26 Mar 2017

arxiv: v1 [math.oc] 26 Mar 2017 Approximat momnt dynamics for polynomial and trigonomtric stochastic systms Khm Raj Ghusinga 1,, Mohammad Soltani 1,, Andrw Lamprski, Sairaj Dhopl, Abhyudai Singh 1 Abstract arxiv:1703.08841v1 [math.oc]

More information

Addition of angular momentum

Addition of angular momentum Addition of angular momntum April, 07 Oftn w nd to combin diffrnt sourcs of angular momntum to charactriz th total angular momntum of a systm, or to divid th total angular momntum into parts to valuat

More information

DIFFERENTIAL EQUATION

DIFFERENTIAL EQUATION MD DIFFERENTIAL EQUATION Sllabus : Ordinar diffrntial quations, thir ordr and dgr. Formation of diffrntial quations. Solution of diffrntial quations b th mthod of sparation of variabls, solution of homognous

More information

Continuous probability distributions

Continuous probability distributions Continuous probability distributions Many continuous probability distributions, including: Uniform Normal Gamma Eponntial Chi-Squard Lognormal Wibull EGR 5 Ch. 6 Uniform distribution Simplst charactrizd

More information

THE ANALYSIS OF THE ITERATIONS PROCESS IN THE ELASTO-PLASTIC STRESS MODEL

THE ANALYSIS OF THE ITERATIONS PROCESS IN THE ELASTO-PLASTIC STRESS MODEL Plas cit this articl as: Joanna Wróbl, Adam Kulawik, Th analysis of th itrations procss in th lasto-plastic strss modl, Scintific Rsarch of th Institut of Mathmatics and Computr Scinc, 2012, Volum 11,

More information

Finite Element Model of a Ferroelectric

Finite Element Model of a Ferroelectric Excrpt from th Procdings of th COMSOL Confrnc 200 Paris Finit Elmnt Modl of a Frrolctric A. Lópz, A. D Andrés and P. Ramos * GRIFO. Dpartamnto d Elctrónica, Univrsidad d Alcalá. Alcalá d Hnars. Madrid,

More information

Introduction to the Fourier transform. Computer Vision & Digital Image Processing. The Fourier transform (continued) The Fourier transform (continued)

Introduction to the Fourier transform. Computer Vision & Digital Image Processing. The Fourier transform (continued) The Fourier transform (continued) Introduction to th Fourir transform Computr Vision & Digital Imag Procssing Fourir Transform Lt f(x) b a continuous function of a ral variabl x Th Fourir transform of f(x), dnotd by I {f(x)} is givn by:

More information

Solution of Assignment #2

Solution of Assignment #2 olution of Assignmnt #2 Instructor: Alirza imchi Qustion #: For simplicity, assum that th distribution function of T is continuous. Th distribution function of R is: F R ( r = P( R r = P( log ( T r = P(log

More information

5.80 Small-Molecule Spectroscopy and Dynamics

5.80 Small-Molecule Spectroscopy and Dynamics MIT OpnCoursWar http://ocw.mit.du 5.80 Small-Molcul Spctroscopy and Dynamics Fall 008 For information about citing ths matrials or our Trms of Us, visit: http://ocw.mit.du/trms. Lctur # 3 Supplmnt Contnts

More information

Keywords- Active vibration control, cantilever composite beam, Newmark-β method

Keywords- Active vibration control, cantilever composite beam, Newmark-β method Pratik K. Gandhi, J. R. Mvada / Intrnational Journal of Enginring Rsarch and Applications (IJERA) ISSN: 8-96 www.ijra.com Vol., Issu, May-Jun, pp.9-95 A Finit Elmnt Modl And Activ Vibration Control Of

More information

What are those βs anyway? Understanding Design Matrix & Odds ratios

What are those βs anyway? Understanding Design Matrix & Odds ratios Ral paramtr stimat WILD 750 - Wildlif Population Analysis of 6 What ar thos βs anyway? Undrsting Dsign Matrix & Odds ratios Rfrncs Hosmr D.W.. Lmshow. 000. Applid logistic rgrssion. John Wily & ons Inc.

More information

General Notes About 2007 AP Physics Scoring Guidelines

General Notes About 2007 AP Physics Scoring Guidelines AP PHYSICS C: ELECTRICITY AND MAGNETISM 2007 SCORING GUIDELINES Gnral Nots About 2007 AP Physics Scoring Guidlins 1. Th solutions contain th most common mthod of solving th fr-rspons qustions and th allocation

More information

Human vision is determined based on information theory:

Human vision is determined based on information theory: Human vision is dtrmind basd on information thory: Supplmntary Information Alfonso Dlgado-Bonal,2 and F. Javir Martn Torrs,3 [] Instituto Andaluz d Cincias d la Tirra CSIC-UGR, Avda. d Las Palmras n 4,

More information

International Journal of Scientific & Engineering Research, Volume 6, Issue 7, July ISSN

International Journal of Scientific & Engineering Research, Volume 6, Issue 7, July ISSN Intrnational Journal of Scintific & Enginring Rsarch, Volum 6, Issu 7, July-25 64 ISSN 2229-558 HARATERISTIS OF EDGE UTSET MATRIX OF PETERSON GRAPH WITH ALGEBRAI GRAPH THEORY Dr. G. Nirmala M. Murugan

More information

The graph of y = x (or y = ) consists of two branches, As x 0, y + ; as x 0, y +. x = 0 is the

The graph of y = x (or y = ) consists of two branches, As x 0, y + ; as x 0, y +. x = 0 is the Copyright itutcom 005 Fr download & print from wwwitutcom Do not rproduc by othr mans Functions and graphs Powr functions Th graph of n y, for n Q (st of rational numbrs) y is a straight lin through th

More information

Comparison of Some Iterative Methods of Solving Nonlinear Equations

Comparison of Some Iterative Methods of Solving Nonlinear Equations Intrnational Journal of Thortical and Applid Mathmatics 08; 4(: -8 http://www.scincpublishinggroup.com/j/ijtam doi: 0.648/j.ijtam.08040. ISSN: 575-507 (Print; ISSN: 575-5080 (Onlin Comparison of Som Itrativ

More information

ARIMA Methods of Detecting Outliers in Time Series Periodic Processes

ARIMA Methods of Detecting Outliers in Time Series Periodic Processes Articl Intrnational Journal of Modrn Mathmatical Scincs 014 11(1): 40-48 Intrnational Journal of Modrn Mathmatical Scincs Journal hompag:www.modrnscintificprss.com/journals/ijmms.aspx ISSN:166-86X Florida

More information