Finite Strain Elastic-Viscoplastic Model

Size: px
Start display at page:

Download "Finite Strain Elastic-Viscoplastic Model"

Transcription

1 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 high strain rats. In such scnarios, Johnson-ook modl is vry usful. Th modl is usd in adiabatic dynamic simulations, for xampl, prssur-shar plat impact xprimnts and machining. Th modl incorporats tmpratur ffcts as wll, using a powr-law dpndnc. Tmpratur dpndnc is ignord in th prsnt study. In th prsnt study, th modl is dvlopd kping in mind th futur us for prssur-shar impact simulations. Kinmatics of prssur-shar xprimnt is introducd to giv an ida about th typ of dformation involvd. This is followd by introduction to th modl and simulations on two lmnts. Th FEA formulation is don in EN234FEA. 2 Govrning Equations 2. Kinmatics Dformation in a prssur-shar xprimnt can b writtn as: x = λt)x ) x 2 = X 2 κt)x 2) x 3 = X 3 3) Th dformation gradint and vlocity gradints ar, thrfor: λt) 0 0 F = κt) 0 4) 0 0 λλ 0 0 L = ḞF = κ/λ 0 0 5) Finit Strain Viscoplastic Matrial Modl F = F F p 6) L = Ḟ F ) + F Ḟ p F p ) F ) 7) = L + L p = D + W ) + D p + W p ) 8) Hr, W p = 0 is considrd. onsidr th Kirchoff strss τ = J σ) as th strss-masur for this study. Rat of chang of Kirchhoff strss is dfind as: τ = ˆτ + W τ τ W ) 9)

2 2 GOVERNING EQUATIONS 2 whr ˆτ is Jaumann strss rat and is givn as: ˆτ = : D + D τ + τ D ) 0) Th scond trm of th Kirchoff strss rat is usually takn car of by ABAQUS, so w nd to find th Jaumann strss rat only. Plasticity Equations D p = 3 ɛ τ D ) 2 τ 3 τ = 2 τ ij Dτ ij D 2) 2 ɛ = 3 Dp ij Dp ij 3) A constitutiv law govrning ɛ is rquird. On of th laws particularly usful for impact problms is th Johnson/ook modl, whr th yild strss is givn as: ) ) m σ y = A + Bɛ n ɛ T T0 ) + ln 4) T m T 0 3 whr σ = 2 s ijs ij = 3 J 2 τ ij Dτ ij D. A is th static shar strngth, B is th strain-hardning modulus, is th rat-snsitivity cofficint, m is th thrmal-softning xponnt, n is th strain-hardning xponnt, T is th currnt tmpratur, T 0 is th room tmpratur and T m is th mlting tmpratur. Ignoring th ffcts of tmpratur, i.. assuming T = T 0, ɛ = σ A+Bɛ n ) 5) Sinc th strain rat grows xponntially with ffctiv shar strss, it is ncssary to limit th strain rat to dal with high strsss during initial lastic rspons. A limiting strain rat ɛ lim is usd as follows to dfin th actual plastic strain rat: ɛ ɛ + ɛ lim ɛ ff = ɛlim Johnson-ook Dynamic Failur ritrion A damag paramtr is calculatd at th intgration points and failur is assumd to occur whn this paramtr is qual to. Th damag paramtr,ω is givn as: 6) ω = ɛ ɛ,f 7) whr ɛ,f is th failur plastic strain. Th summation is prformd ovr all th tim incrmnts in th analysis. Th failur plastic strain is assumd to b dpndnt on th plastic strain rat in similar fashion as th yild strss and is formulatd as blow: ) ) ɛ,f = d + d 2 d3 p σ ) ɛ T T0 ) + d 4 ln + d 5 8) T m T 0 Th paramtrs d to d 5 ar failur paramtrs dtrmind using xprimnts.

3 3 NEWTON-RAPHSON FOR ɛ E 3 Simplification of th Jaumann strss rat: τˆ E ij = + ν D Eν + ν) 2ν) D 3 E kkδ ij 2 + ν) M ij = D ik τ kj + τ im D mj 3 2 Hnc, th Kirchoff strss rat, calculatd xplicitly is givn as: τ n+) ij = τ n) E tn+ Eν D ij dt + + ν t n + ν) 2ν) 3 E t ɛ ffn) tn+ τ Dn) 2 + ν) τ ɛ ff τij D + M ij 9) τ ɛ ff τ τ D ik τ kj + τ im τ D mj) 20) t n tn+ t n D n) kk δ ijdt 2) tn+ M n) ij dt + Q n) ij dt t n whr Q ij = W ik τ kj τ im W mj 22) Drivation ˆ τ = : D + M 23) : D = : D : D p 24) : D) ij = E ijkld kl = 2 + ν) δ Eν ikδ jl + δ il δ jk ) + + ν) 2ν) δ ijδ kl D kl 25) E = + ν) D Eν + ν) 2ν) D kkδ ij 26) : D p E 3 ɛ ) ij = τij D + τji D ) = E 3 ɛ τij D ) 27) 2 + ν) 2τ + ν) 2τ M ij = D ikτ kj + τ ik D kj 28) 3 Nwton-Raphson for ɛ Hr, ɛ ff is addrssd simply as ɛ and ɛ p ij and Dp ij ar th sam thing. This lads to ɛ ij = ɛ ɛ p ij 29) Elastic Prdictor ṡ ij = s n+) ij E + ν ė ij 30) = s n) E + ν ij ɛ p ij ) 3) s n+) ij σ n+) = = s n) E + ν n) ij 32) 3 2 s n+) ij s n+) ij 33)

4 4 FE FORMULATION 4 orrction: Lt s n+) ij Now w try to solv for ɛ. = βs n+) ij. On solving, β can b found to b β = 3E 2 + ν) ɛ σ n+) 34) ɛ = t ɛlim ɛ lim + F = ɛlim t ɛ df d ɛ = ɛlim t ɛ 2 ) σ n+) A+Bɛ n+)n ) = σ n+) + ɛlim A+Bɛ n+)n + ɛlim F can also b formulatd as: 4 FE Formulation + ɛlim σn+) A+Bɛ n+)n ) ) βσ n+) A+Bɛ n) + ɛ) n F = σ n+) ɛ lim t σn+) A+Bɛ n+)n 3E 2 + ν) ) 35) A + Bɛ n) 36) + ɛ ) + βσ n+) Bn ɛ n) + ɛ ) n n A + Bɛ n) + ɛ ) n ) 2 37) ) A + B ɛ n+)n ɛ ) + ln 38) Finit Elmnt formulation usd is similar to Gurson modl implmntd in Assignmnt-0. Th UEL is writtn for finit strain using L-bar mthod. Maximum tim stp that can b usd is givn by: t max = L c whr L is lngth of th lmnt and c is longitudinal wav spd in th matrial. Th matrial paramtrs usd in th simulations corrspond to Al-606-T6: E =70 GPa, A =324. MPa, B =3.8 MPa, =0.002 MPa, n =0.42, =, ɛ lim =, d =-0.77, d 2 =.45, d 3 =0.47, d 4 =0. Similarly, for Stl 4340, th following paramtrs ar availabl: E =200 GPa, A =792 MPa, B =50 MPa, =0.04 MPa, n =0.26, =, ɛ lim =, d =0.05, d 2 =3.44, d 3 =2.2, d 4 = A nw subroutin, strss updat prssurshar is writtn and th plastic strain incrmnt is solvd implicitly using Nwton-Raphson. It can b solvd by ithr of th two formulations of F prsntd abov. Damag variabl, ω is stord as th ninth of th 0 stat variabls th first six bing Kirchhoff strsss followd by th old accumulatd plastic strain, nw accumulatd plastic strain and ). NOTE:Elmnt dltion is includd in th subroutin l prssurshar. Th valus at intgration points ar projctd onto th nods using f ildvars prssurshar. Th corrsponding input fils ar P rssurshar 3D.in and notch f ractur dynamic.in 5 Rsults Th modl is tstd on two-lmnts. A unit displacmnt is applid in x-dirction at t = 0. Strss and strain in x-dirction,damag and accumulatd plastic strain ar plottd in Figur. Th tim stp chosn is.d 5. 39) )

5 6 REFERENES 5 Nwton-Raphson chcks ar prformd using a D MATLAB cod prior to ths simulations. Th modl is also applid to Mod-I notch fractur problm for Gurson Modl as shown in Figur 2. 6 Rfrncs. Stphn.E.Grunschl, Prssur-Shar Plat Impact Exprimnts on High-Purity Aluminum at Tmpraturs Approaching Mlt, PhD Thsis, ABAQUS Documntation, 8.2.7, Johnson ook plasticity. 3. ABAQUS Tchnology Brif, Dassault Systms. Simulation of th ballistic prforation of aluminum plats with Abaqus/Explicit.

6 6 REFERENES 6 a) s b) c) Damag paramtr, ω d) Accumulatd Plastic Strain Figur : 80,000 tim stps. Each tim stp qual to.d 5

7 6 REFERENES 7 a) s b) c) Damag paramtr, ω d) Accumulatd Plastic Strain Figur 2: 3000 tim stps. Each tim stp qual to.d 5

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

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

Mechanical Properties

Mechanical Properties Mchanical Proprtis Elastic dformation Plastic dformation Fractur Mchanical Proprtis: Th Tnsion Tst s u P L s s y ΔL I II III For matrials proprtis, rplac load-dflction by strss-strain Enginring strss,

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

Finite Element Models for Steady Flows of Viscous Incompressible Fluids

Finite Element Models for Steady Flows of Viscous Incompressible Fluids Finit Elmnt Modls for Stad Flows of Viscous Incomprssibl Fluids Rad: Chaptr 10 JN Rdd CONTENTS Govrning Equations of Flows of Incomprssibl Fluids Mid (Vlocit-Prssur) Finit Elmnt Modl Pnalt Function Mthod

More information

Introduction to Condensed Matter Physics

Introduction to Condensed Matter Physics Introduction to Condnsd Mattr Physics pcific hat M.P. Vaughan Ovrviw Ovrviw of spcific hat Hat capacity Dulong-Ptit Law Einstin modl Dby modl h Hat Capacity Hat capacity h hat capacity of a systm hld at

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

NEW APPLICATIONS OF THE ABEL-LIOUVILLE FORMULA

NEW APPLICATIONS OF THE ABEL-LIOUVILLE FORMULA NE APPLICATIONS OF THE ABEL-LIOUVILLE FORMULA Mirca I CÎRNU Ph Dp o Mathmatics III Faculty o Applid Scincs Univrsity Polithnica o Bucharst Cirnumirca @yahoocom Abstract In a rcnt papr [] 5 th indinit intgrals

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

INC 693, 481 Dynamics System and Modelling: Linear Graph Modeling II Dr.-Ing. Sudchai Boonto Assistant Professor

INC 693, 481 Dynamics System and Modelling: Linear Graph Modeling II Dr.-Ing. Sudchai Boonto Assistant Professor INC 69, 48 Dynamics Systm and Modlling: Linar Graph Modling II Dr.-Ing. Sudchai Boonto Assistant Profssor Dpartmnt of Control Systm and Instrumntation Enginring King Mongkut s Unnivrsity of Tchnology Thonuri

More information

ME 321 Kinematics and Dynamics of Machines S. Lambert Winter 2002

ME 321 Kinematics and Dynamics of Machines S. Lambert Winter 2002 3.4 Forc Analysis of Linkas An undrstandin of forc analysis of linkas is rquird to: Dtrmin th raction forcs on pins, tc. as a consqunc of a spcifid motion (don t undrstimat th sinificanc of dynamic or

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

An Investigation on the Effect of the Coupled and Uncoupled Formulation on Transient Seepage by the Finite Element Method

An Investigation on the Effect of the Coupled and Uncoupled Formulation on Transient Seepage by the Finite Element Method Amrican Journal of Applid Scincs 4 (1): 95-956, 7 ISSN 1546-939 7 Scinc Publications An Invstigation on th Effct of th Coupld and Uncoupld Formulation on Transint Spag by th Finit Elmnt Mthod 1 Ahad Ouria,

More information

Chapter 2 BASIC EQUATIONS OF NONLINEAR CONSTITUTIVE MODELS

Chapter 2 BASIC EQUATIONS OF NONLINEAR CONSTITUTIVE MODELS Chaptr BASIC EQUATIONS OF NONLINEAR CONSTITUTIVE MODELS TYPES OF NONLINEAR CONSTITUTIVE MODELS Gomatrials ar charactrizd by nonlinar strss-strain bhavior and, oftn, by tim-dpndnt dformations. Th nonlinar

More information

High Energy Physics. Lecture 5 The Passage of Particles through Matter

High Energy Physics. Lecture 5 The Passage of Particles through Matter High Enrgy Physics Lctur 5 Th Passag of Particls through Mattr 1 Introduction In prvious lcturs w hav sn xampls of tracks lft by chargd particls in passing through mattr. Such tracks provid som of th most

More information

Exam 1. It is important that you clearly show your work and mark the final answer clearly, closed book, closed notes, no calculator.

Exam 1. It is important that you clearly show your work and mark the final answer clearly, closed book, closed notes, no calculator. Exam N a m : _ S O L U T I O N P U I D : I n s t r u c t i o n s : It is important that you clarly show your work and mark th final answr clarly, closd book, closd nots, no calculator. T i m : h o u r

More information

15. Stress-Strain behavior of soils

15. Stress-Strain behavior of soils 15. Strss-Strain bhavior of soils Sand bhavior Usually shard undr draind conditions (rlativly high prmability mans xcss por prssurs ar not gnratd). Paramtrs govrning sand bhaviour is: Rlativ dnsity Effctiv

More information

CHAPTER 2 LAGRANGIAN AND EULERIAN FINITE ELEMENTS IN ONE DIMENSION

CHAPTER 2 LAGRANGIAN AND EULERIAN FINITE ELEMENTS IN ONE DIMENSION CHAPTER 2 LAGRANGIAN AND EULERIAN FINITE ELEMENTS IN ONE DIMENSION by Td Blytschko Northwstrn Univrsity @ Copyright 1997 2.1 Introduction In this chaptr, th quations for on-dimnsional modls of nonlinar

More information

MCE503: Modeling and Simulation of Mechatronic Systems Discussion on Bond Graph Sign Conventions for Electrical Systems

MCE503: Modeling and Simulation of Mechatronic Systems Discussion on Bond Graph Sign Conventions for Electrical Systems MCE503: Modling and Simulation o Mchatronic Systms Discussion on Bond Graph Sign Convntions or Elctrical Systms Hanz ichtr, PhD Clvland Stat Univrsity, Dpt o Mchanical Enginring 1 Basic Assumption In a

More information

Unfired pressure vessels- Part 3: Design

Unfired pressure vessels- Part 3: Design Unfird prssur vssls- Part 3: Dsign Analysis prformd by: Analysis prformd by: Analysis vrsion: According to procdur: Calculation cas: Unfird prssur vssls EDMS Rfrnc: EF EN 13445-3 V1 Introduction: This

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

2. Laser physics - basics

2. Laser physics - basics . Lasr physics - basics Spontanous and stimulatd procsss Einstin A and B cofficints Rat quation analysis Gain saturation What is a lasr? LASER: Light Amplification by Stimulatd Emission of Radiation "light"

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

1 General boundary conditions in diffusion

1 General boundary conditions in diffusion Gnral boundary conditions in diffusion Πρόβλημα 4.8 : Δίνεται μονοδιάτατη πλάκα πάχους, που το ένα άκρο της κρατιέται ε θερμοκραία T t και το άλλο ε θερμοκραία T 2 t. Αν η αρχική θερμοκραία της πλάκας

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

Voltage, Current, Power, Series Resistance, Parallel Resistance, and Diodes

Voltage, Current, Power, Series Resistance, Parallel Resistance, and Diodes Lctur 1. oltag, Currnt, Powr, Sris sistanc, Paralll sistanc, and Diods Whn you start to dal with lctronics thr ar thr main concpts to start with: Nam Symbol Unit oltag volt Currnt ampr Powr W watt oltag

More information

The failure of the classical mechanics

The failure of the classical mechanics h failur of th classical mchanics W rviw som xprimntal vidncs showing that svral concpts of classical mchanics cannot b applid. - h blac-body radiation. - Atomic and molcular spctra. - h particl-li charactr

More information

NTHU ESS5850 Micro System Design F. G. Tseng Fall/2016, 7-2, p1. Lecture 7-2 MOSIS/SCNA Design Example- Piezoresistive type Accelerometer II

NTHU ESS5850 Micro System Design F. G. Tseng Fall/2016, 7-2, p1. Lecture 7-2 MOSIS/SCNA Design Example- Piezoresistive type Accelerometer II F. G. Tsng Fall/016, 7-, p1 ctur 7- MOSIS/SCNA Dsign Exampl-!! Pizorsistivity Pizorsistiv typ Acclromtr II a Considr a conductiv lock of dimnsion a as shown in th figur. If a currnt is passd through th

More information

Neutrino Mass and Forbidden Beta Decays

Neutrino Mass and Forbidden Beta Decays NUCLEAR THEORY Vol. 35 016) ds. M. Gaidarov N. Minkov Hron Prss Sofia Nutrino Mass and Forbiddn Bta Dcays R. Dvornický 1 D. Štfánik F. Šimkovic 3 1 Dzhlpov Laboratory of Nuclar Problms JINR 141980 Dubna

More information

A New Approach to the Fatigue Life Prediction for Notched Components Under Multiaxial Cyclic Loading. Zhi-qiang TAO and De-guang SHANG *

A New Approach to the Fatigue Life Prediction for Notched Components Under Multiaxial Cyclic Loading. Zhi-qiang TAO and De-guang SHANG * 2017 2nd Intrnational Conrnc on Applid Mchanics, Elctronics and Mchatronics Enginring (AMEME 2017) ISBN: 978-1-60595-497-4 A Nw Approach to th Fatigu Li Prdiction or Notchd Componnts Undr Multiaxial Cyclic

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

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

2008 AP Calculus BC Multiple Choice Exam

2008 AP Calculus BC Multiple Choice Exam 008 AP Multipl Choic Eam Nam 008 AP Calculus BC Multipl Choic Eam Sction No Calculator Activ AP Calculus 008 BC Multipl Choic. At tim t 0, a particl moving in th -plan is th acclration vctor of th particl

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

Jacob Fish and Kamlun Shek 1 Departments of Civil and Mechanical Engineering Rensselaer Polytechnic Institute Troy, NY Abstract.

Jacob Fish and Kamlun Shek 1 Departments of Civil and Mechanical Engineering Rensselaer Polytechnic Institute Troy, NY Abstract. Finit dformation plasticity basd on th additiv split of th rat of dformation and hyprlasticity Jacob Fish and Kamlun Shk 1 Dpartmnts of Civil and Mchanical Enginring nsslar Polytchnic Institut Troy, NY

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

EXST Regression Techniques Page 1

EXST Regression Techniques Page 1 EXST704 - Rgrssion Tchniqus Pag 1 Masurmnt rrors in X W hav assumd that all variation is in Y. Masurmnt rror in this variabl will not ffct th rsults, as long as thy ar uncorrlatd and unbiasd, sinc thy

More information

Elastic Analysis of Functionally Graded Variable Thickness Rotating Disk by Element Based Material Grading

Elastic Analysis of Functionally Graded Variable Thickness Rotating Disk by Element Based Material Grading Journal of Solid Mchanics ol. 9, No. 3 (017) pp. 650-66 Elastic Analysis of Functionally Gradd ariabl hicknss Rotating Disk by Elmnt Basd Matrial Grading A.K. hawait 1,*, L. Sondhi 1, Sh. Sanyal, Sh. Bhowmick

More information

One Dimensional State Space Approach to Thermoelastic Interactions with Viscosity

One Dimensional State Space Approach to Thermoelastic Interactions with Viscosity 7 IJSRST Volum 3 Issu 8 Print ISSN: 395-6 Onlin ISSN: 395-6X Thmd Sction: Scincand Tchnology On Dimnsional Stat Spac Approach to Thrmolastic Intractions with Viscosity Kavita Jain Rnu Yadav Dpartmnt of

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

BINOMIAL COEFFICIENTS INVOLVING INFINITE POWERS OF PRIMES

BINOMIAL COEFFICIENTS INVOLVING INFINITE POWERS OF PRIMES BINOMIAL COEFFICIENTS INVOLVING INFINITE POWERS OF PRIMES DONALD M. DAVIS Abstract. If p is a prim (implicit in notation and n a positiv intgr, lt ν(n dnot th xponnt of p in n, and U(n n/p ν(n, th unit

More information

Elements of Statistical Thermodynamics

Elements of Statistical Thermodynamics 24 Elmnts of Statistical Thrmodynamics Statistical thrmodynamics is a branch of knowldg that has its own postulats and tchniqus. W do not attmpt to giv hr vn an introduction to th fild. In this chaptr,

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

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

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

10. The Discrete-Time Fourier Transform (DTFT)

10. The Discrete-Time Fourier Transform (DTFT) Th Discrt-Tim Fourir Transform (DTFT Dfinition of th discrt-tim Fourir transform Th Fourir rprsntation of signals plays an important rol in both continuous and discrt signal procssing In this sction w

More information

2017 Water Reactor Fuel Performance Meeting September 10 (Sun) ~ 14 (Thu), 2017 Ramada Plaza Jeju Jeju Island, Korea

2017 Water Reactor Fuel Performance Meeting September 10 (Sun) ~ 14 (Thu), 2017 Ramada Plaza Jeju Jeju Island, Korea 2017 Watr Ractor Ful Prformanc Mting Sptmbr 10 (Sun) ~ 14 (Thu), 2017 Ramada Plaza Jju Jju Island, Kora Study of Ful Rod Bhavior with Missing Pllt Surfac Dfct Zhnhai Liu 1, Yi Zhou 1, Ping Chn 1, Yuanming

More information

FEM FOR HEAT TRANSFER PROBLEMS دانشگاه صنعتي اصفهان- دانشكده مكانيك

FEM FOR HEAT TRANSFER PROBLEMS دانشگاه صنعتي اصفهان- دانشكده مكانيك FEM FOR HE RNSFER PROBLEMS 1 Fild problms Gnral orm o systm quations o D linar stady stat ild problms: For 1D problms: D D g Q y y (Hlmholtz quation) d D g Q d Fild problms Hat transr in D in h h ( D D

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

Module 8 Non equilibrium Thermodynamics

Module 8 Non equilibrium Thermodynamics Modul 8 Non quilibrium hrmodynamics ctur 8.1 Basic Postulats NON-EQUIIRIBIUM HERMODYNAMICS Stady Stat procsss. (Stationary) Concpt of ocal thrmodynamic qlbm Extnsiv proprty Hat conducting bar dfin proprtis

More information

2. Background Material

2. Background Material S. Blair Sptmbr 3, 003 4. Background Matrial Th rst of this cours dals with th gnration, modulation, propagation, and ction of optical radiation. As such, bic background in lctromagntics and optics nds

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

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

Where k is either given or determined from the data and c is an arbitrary constant.

Where k is either given or determined from the data and c is an arbitrary constant. Exponntial growth and dcay applications W wish to solv an quation that has a drivativ. dy ky k > dx This quation says that th rat of chang of th function is proportional to th function. Th solution is

More information

Forces. Quantum ElectroDynamics. α = = We have now:

Forces. Quantum ElectroDynamics. α = = We have now: W hav now: Forcs Considrd th gnral proprtis of forcs mdiatd by xchang (Yukawa potntial); Examind consrvation laws which ar obyd by (som) forcs. W will nxt look at thr forcs in mor dtail: Elctromagntic

More information

SCALING OF SYNCHROTRON RADIATION WITH MULTIPOLE ORDER. J. C. Sprott

SCALING OF SYNCHROTRON RADIATION WITH MULTIPOLE ORDER. J. C. Sprott SCALING OF SYNCHROTRON RADIATION WITH MULTIPOLE ORDER J. C. Sprott PLP 821 Novmbr 1979 Plasma Studis Univrsity of Wisconsin Ths PLP Rports ar informal and prliminary and as such may contain rrors not yt

More information

Strength of Materials

Strength of Materials Strngth of Matrials Sssion Column 08 ctur not : ramudiyanto, M.Eng. Strngth of Matrials STBIITY OF STRUCTURE In th dsign of columns, oss-sctional ara is slctd such that - allowabl strss is not xcdd all

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 pn junction: 2 Current vs Voltage (IV) characteristics

The pn junction: 2 Current vs Voltage (IV) characteristics Th pn junction: Currnt vs Voltag (V) charactristics Considr a pn junction in quilibrium with no applid xtrnal voltag: o th V E F E F V p-typ Dpltion rgion n-typ Elctron movmnt across th junction: 1. n

More information

Chemical Physics II. More Stat. Thermo Kinetics Protein Folding...

Chemical Physics II. More Stat. Thermo Kinetics Protein Folding... Chmical Physics II Mor Stat. Thrmo Kintics Protin Folding... http://www.nmc.ctc.com/imags/projct/proj15thumb.jpg http://nuclarwaponarchiv.org/usa/tsts/ukgrabl2.jpg http://www.photolib.noaa.gov/corps/imags/big/corp1417.jpg

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

The Autonomous Underwater Vehicle (AUV) MAYA: General Description

The Autonomous Underwater Vehicle (AUV) MAYA: General Description Introduction h ocans and rivrs always hav bn and still ar an important sourc of rvnu and prosprity for mankind. Du to th grat importanc of ocans and rivrs, th scintific community maks us of Autonomous

More information

Probability and Stochastic Processes: A Friendly Introduction for Electrical and Computer Engineers Roy D. Yates and David J.

Probability and Stochastic Processes: A Friendly Introduction for Electrical and Computer Engineers Roy D. Yates and David J. Probability and Stochastic Procsss: A Frindly Introduction for Elctrical and Computr Enginrs Roy D. Yats and David J. Goodman Problm Solutions : Yats and Goodman,4.3. 4.3.4 4.3. 4.4. 4.4.4 4.4.6 4.. 4..7

More information

1.2 Faraday s law A changing magnetic field induces an electric field. Their relation is given by:

1.2 Faraday s law A changing magnetic field induces an electric field. Their relation is given by: Elctromagntic Induction. Lorntz forc on moving charg Point charg moving at vlocity v, F qv B () For a sction of lctric currnt I in a thin wir dl is Idl, th forc is df Idl B () Elctromotiv forc f s any

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

Electron energy in crystal potential

Electron energy in crystal potential Elctron nry in crystal potntial r r p c mc mc mc Expand: r r r mc mc mc r r p c mc mc mc r pc m c mc p m m m m r E E m m m r p E m r nr nr whr: E V mc E m c Wav quation Hamiltonian: Tim-Indpndnt Schrodinr

More information

Total Wave Function. e i. Wave function above sample is a plane wave: //incident beam

Total Wave Function. e i. Wave function above sample is a plane wave: //incident beam Total Wav Function Wav function abov sampl is a plan wav: r i kr //incidnt bam Wav function blow sampl is a collction of diffractd bams (and ): r i k r //transmittd bams k ks W nd to know th valus of th.

More information

ANALYTICAL MODEL FOR CFRP SHEETS BONDED TO CONCRETE

ANALYTICAL MODEL FOR CFRP SHEETS BONDED TO CONCRETE ANALYTICAL MODEL FOR CFRP SHEETS BONDED TO CONCRETE Brian Millr and Dr. Antonio Nanni Univrsity of Missouri Rolla Dpartmnt of Civil Enginring 5 ERL 1870 Minr Circl Rolla, MO 65401, USA Dr. Charls E. Bakis

More information

ME311 Machine Design

ME311 Machine Design ME311 Machin Dsign Lctur 4: Strss Concntrations; Static Failur W Dornfld 8Sp017 Fairfild Univrsit School of Enginring Strss Concntration W saw that in a curvd bam, th strss was distortd from th uniform

More information

Why is a E&M nature of light not sufficient to explain experiments?

Why is a E&M nature of light not sufficient to explain experiments? 1 Th wird world of photons Why is a E&M natur of light not sufficint to xplain xprimnts? Do photons xist? Som quantum proprtis of photons 2 Black body radiation Stfan s law: Enrgy/ ara/ tim = Win s displacmnt

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

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

Answer Homework 5 PHA5127 Fall 1999 Jeff Stark

Answer Homework 5 PHA5127 Fall 1999 Jeff Stark Answr omwork 5 PA527 Fall 999 Jff Stark A patint is bing tratd with Drug X in a clinical stting. Upon admiion, an IV bolus dos of 000mg was givn which yildd an initial concntration of 5.56 µg/ml. A fw

More information

Sec 2.3 Modeling with First Order Equations

Sec 2.3 Modeling with First Order Equations Sc.3 Modling with First Ordr Equations Mathmatical modls charactriz physical systms, oftn using diffrntial quations. Modl Construction: Translating physical situation into mathmatical trms. Clarly stat

More information

( ) Abstract. 2 FEDSS method basic relationships. 1 Introduction. 2.1 Tensorial formulation

( ) Abstract. 2 FEDSS method basic relationships. 1 Introduction. 2.1 Tensorial formulation Displacmnt basd continuous strss rcovry procdur, Mijuca D, Brkoviæ M. and Draškoviæ Z., Advancs in Finit Elmnt Tchnology, ISBN 0 948749 4, Ed. B.H.V.Topping, Civil Comp Prss, 7-34 (996). Abstract In this

More information

GAS FOIL BEARING ANALYSIS AND THE EFFECT OF BUMP FOIL THICKNESS ON ITS PERFORMANCE CHARACTERISTICS USING A NON-LINEAR MATRIX EQUATION SOLVER

GAS FOIL BEARING ANALYSIS AND THE EFFECT OF BUMP FOIL THICKNESS ON ITS PERFORMANCE CHARACTERISTICS USING A NON-LINEAR MATRIX EQUATION SOLVER GAS FOIL BEARING ANALYSIS AND THE EFFECT OF BUMP FOIL THICKNESS ON ITS PERFORMANCE CHARACTERISTICS USING A NON-LINEAR MATRIX EQUATION SOLVER T. Moasunp. Jamir 1)*, S. K. Kakoty 1), Karuna Kalita 1) 1)

More information

OTHER TPOICS OF INTEREST (Convection BC, Axisymmetric problems, 3D FEM)

OTHER TPOICS OF INTEREST (Convection BC, Axisymmetric problems, 3D FEM) OTHER TPOICS OF INTEREST (Convction BC, Axisymmtric problms, 3D FEM) CONTENTS 2-D Problms with convction BC Typs of Axisymmtric Problms Axisymmtric Problms (2-D) 3-D Hat Transfr 3-D Elasticity Typical

More information

843. Efficient modeling and simulations of Lamb wave propagation in thin plates by using a new spectral plate element

843. Efficient modeling and simulations of Lamb wave propagation in thin plates by using a new spectral plate element 843. Efficint modling and simulations of Lamb wav propagation in thin plats by using a nw spctral plat lmnt Chunling Xu, Xinwi Wang Stat Ky Laboratory of Mchanics and Control of Mchanical Structurs aning

More information

An adaptive Strategy for the Multi-scale Analysis of Plate and Shell Structures with Elasto-plastic Material Behaviour

An adaptive Strategy for the Multi-scale Analysis of Plate and Shell Structures with Elasto-plastic Material Behaviour TECHNISCHE MECHANIK, 36, 1-2, (2016), 142 154 submittd: Sptmbr 7, 2015 An adaptiv Stratgy for th Multi-scal Analysis of Plat and Shll Structurs with Elasto-plastic Matrial Bhaviour W Wagnr, F Gruttmann

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

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

Introduction to the quantum theory of matter and Schrödinger s equation

Introduction to the quantum theory of matter and Schrödinger s equation Introduction to th quantum thory of mattr and Schrödingr s quation Th quantum thory of mattr assums that mattr has two naturs: a particl natur and a wa natur. Th particl natur is dscribd by classical physics

More information

is an appropriate single phase forced convection heat transfer coefficient (e.g. Weisman), and h

is an appropriate single phase forced convection heat transfer coefficient (e.g. Weisman), and h For t BWR oprating paramtrs givn blow, comput and plot: a) T clad surfac tmpratur assuming t Jns-Lotts Corrlation b) T clad surfac tmpratur assuming t Tom Corrlation c) T clad surfac tmpratur assuming

More information

SAFE HANDS & IIT-ian's PACE EDT-15 (JEE) SOLUTIONS

SAFE HANDS & IIT-ian's PACE EDT-15 (JEE) SOLUTIONS It is not possibl to find flu through biggr loop dirctly So w will find cofficint of mutual inductanc btwn two loops and thn find th flu through biggr loop Also rmmbr M = M ( ) ( ) EDT- (JEE) SOLUTIONS

More information

The behavior of elastomers at high strain rates

The behavior of elastomers at high strain rates Structurs Undr Shock and Impact IX 97 Th bhavior of lastomrs at high strain rats M. S. Hoo Fatt & X. Ouyang Dpartmnt of Mchanical Enginring, Th Univrsity of Akron, Ohio, USA Abstract Tnsil impact xprimnts

More information

2.5D Green s functions for transient heat transfer by conduction and convection

2.5D Green s functions for transient heat transfer by conduction and convection .5D Grn s functions for transint hat transfr by conduction and convction A. Tadu & N. Simõs Dpartmnt of Civil Enginring, Univrsity of Coimbra, Portugal Abstract This papr prsnts fundamntal solutions for

More information

Coupled Pendulums. Two normal modes.

Coupled Pendulums. Two normal modes. Tim Dpndnt Two Stat Problm Coupld Pndulums Wak spring Two normal mods. No friction. No air rsistanc. Prfct Spring Start Swinging Som tim latr - swings with full amplitud. stationary M +n L M +m Elctron

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

SECTION where P (cos θ, sin θ) and Q(cos θ, sin θ) are polynomials in cos θ and sin θ, provided Q is never equal to zero.

SECTION where P (cos θ, sin θ) and Q(cos θ, sin θ) are polynomials in cos θ and sin θ, provided Q is never equal to zero. SETION 6. 57 6. Evaluation of Dfinit Intgrals Exampl 6.6 W hav usd dfinit intgrals to valuat contour intgrals. It may com as a surpris to larn that contour intgrals and rsidus can b usd to valuat crtain

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

Chapter 3 Lecture 14 Longitudinal stick free static stability and control 3 Topics

Chapter 3 Lecture 14 Longitudinal stick free static stability and control 3 Topics Chaptr 3 Lctur 14 Longitudinal stick fr static stability and control 3 Topics 3.4.4 Rquirmnt for propr stick forc variation 3.4.5 Fl of th stability lvl by th pilot Exampl 3.3 3.5 Dtrmination of stick-fr

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

Numerical implementation and validation of a nonlinear viscoelastic and viscoplastic model for asphalt mixes

Numerical implementation and validation of a nonlinear viscoelastic and viscoplastic model for asphalt mixes Intrnational Journal of Pavmnt Enginring Vol., No. 4, August, 433 447 Numrical implmntation and validation of a nonlinar viscolastic and viscoplastic modl for asphalt mixs Chin-Wi Huang a, Rashid K. Abu

More information

As the matrix of operator B is Hermitian so its eigenvalues must be real. It only remains to diagonalize the minor M 11 of matrix B.

As the matrix of operator B is Hermitian so its eigenvalues must be real. It only remains to diagonalize the minor M 11 of matrix B. 7636S ADVANCED QUANTUM MECHANICS Solutions Spring. Considr a thr dimnsional kt spac. If a crtain st of orthonormal kts, say, and 3 ar usd as th bas kts, thn th oprators A and B ar rprsntd by a b A a and

More information

Chapter 5. Introduction. Introduction. Introduction. Finite Element Modelling. Finite Element Modelling

Chapter 5. Introduction. Introduction. Introduction. Finite Element Modelling. Finite Element Modelling Chaptr 5 wo-dimnsional problms using Constant Strain riangls (CS) Lctur Nots Dr Mohd Andi Univrsiti Malasia Prlis EN7 Finit Elmnt Analsis Introction wo-dimnsional init lmnt ormulation ollows th stps usd

More information

Mathematics. Complex Number rectangular form. Quadratic equation. Quadratic equation. Complex number Functions: sinusoids. Differentiation Integration

Mathematics. Complex Number rectangular form. Quadratic equation. Quadratic equation. Complex number Functions: sinusoids. Differentiation Integration Mathmatics Compl numbr Functions: sinusoids Sin function, cosin function Diffrntiation Intgration Quadratic quation Quadratic quations: a b c 0 Solution: b b 4ac a Eampl: 1 0 a= b=- c=1 4 1 1or 1 1 Quadratic

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

SME 3033 FINITE ELEMENT METHOD. Bending of Prismatic Beams (Initial notes designed by Dr. Nazri Kamsah)

SME 3033 FINITE ELEMENT METHOD. Bending of Prismatic Beams (Initial notes designed by Dr. Nazri Kamsah) Bnding of Prismatic Bams (Initia nots dsignd by Dr. Nazri Kamsah) St I-bams usd in a roof construction. 5- Gnra Loading Conditions For our anaysis, w wi considr thr typs of oading, as iustratd bow. Not:

More information

Cutting Temperature Measurement during Drilling of Ti6Al4V, Comparison between Modeling and Experimental Results from Thrust and Torque Point of View

Cutting Temperature Measurement during Drilling of Ti6Al4V, Comparison between Modeling and Experimental Results from Thrust and Torque Point of View Cutting Tmpratur Masurmnt during Drilling of Ti6Al4V, Comparison btwn Modling and Exprimntal Rsults from Thrust and Torqu Point of Viw M. Marinscu*, M. Jrad, A. Dvillz, D. Dudzinski Mtz Univrsity, LPMM

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