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

Size: px
Start display at page:

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

Transcription

1 2017 2nd Intrnational Conrnc on Applid Mchanics, Elctronics and Mchatronics Enginring (AMEME 2017) ISBN: A Nw Approach to th Fatigu Li Prdiction or Notchd Componnts Undr Multiaxial Cyclic Loading Zhi-qiang TAO and D-guang SHANG * Collg o Mchanical Enginring and Applid Elctronics Tchnology, Bijing Univrsity o Tchnology, Bijing, , P.R. China *Corrsponding author Kywords: Multiaxial cyclic loading, Notchd componnts, Fatigu li prdiction, Non-proportional hardning. Abstract. A nw atigu li prdiction approach or notchd componnts is proposd undr multiaxial cycl loading. Firstly, th psudo quivalnt strain-ral quivalnt strss rlationship is dtrmind by utilizing th Nubr s rul and th matrial strss-strain rlation undr proportional loading. Scondly, th psudo lastic strain historis at th notch nd to b solvd or th invstigatd notchd componnts undr multiaxial cyclic loading. Thirdly, or th psudo lastic strain historis, it is proposd that th Shang Wang multiaxial atigu damag paramtr can b usd to substitut th quivalnt strain undr proportional loading to tak account o th additional hardning du to th non-proportionality o xtrnal loadings. Manwhil, th ral quivalnt strss amplitud at th notch can b solvd. Fourthly, basd on th ral quivalnt strss amplitud at th notch intgratd with th Nubr s rul, th ral quivalnt strain amplitud can b dtrmind. Finally, th ral quivalnt strain amplitud is utilizd to prdict th atigu crack initiation litim o notchd componnts. Th proposd mthod is vriid by th xprimntal data o SAE 1045 notchd shat spcimns undr proportional and non-proportional cyclic loading. Th rsults showd th prdiction rrors ar mostly within a actor o 2. Introduction Many mchanical componnts invitably contain som notchs and gomtrical irrgularitis. Morovr, ths componnts ar subjctd to complx multiaxial loadings, which can rsult in th chang o th principal strss dirctions and th ratio o th principal strsss at th notch aras [1, 2]. Howvr, atigu ailur usually occurs at th notch ara du to signiicant strss concntrations. Thus, atigu li prdiction o notchd componnts undr multiaxial atigu loading is o grat importanc in practic. Various kinds o mthods hav bn proposd or prdicting th atigu li or notchd componnts subjctd to multiaxial loading [3-5], ths mthods ar composd o two principl stps, namly, multiaxial lastic-plastic strss and strain analysis at th notch ara [6-8] and multiaxial atigu li analysis. Although xprimntal masurmnt mthod and init lmnt analysis mthod can b usd to obtain rliabl strss and strain rsponss at th notch ara, such mthods ar not asibl in practic bcaus o cost and tim considrations. Thror, an icint approach to th atigu li prdiction o notchd componnt is an indispnsabl tool in th notchd componnt dsign. Th main objctiv o th prsnt papr is to dvlop a atigu li assssmnt approach or th notchd componnt, which is convnint or nginring dsign and application. In th proposd approach, th psudo lastic strain historis ar utilizd as basic input data. For th psudo lastic strain history, it is proposd that th quivalnt strain amplitud can b rplacd by th Shang Wang multiaxial atigu damag paramtr to tak account o th additional hardning du to th non-proportionality o xtrnal loadings. Th ral quivalnt strain amplitud can b solvd by using th Nubr s rul and th matrial strss-strain rlationship. Th validity o th proposd approach is 19

2 assssd by th xprimntal data o SAE 1045 notchd shat spcimns undr proportional and non-proportional cyclic loading. Proposd Approach or Prdicting th Fatigu Livs o Notchd Componnts In this sction, a nw approach is proposd to prdict th atigu li prdiction o notchd componnts undr multiaxial cyclic loading. Th dtaild procdur o th proposd approach is outlind as ollows: 1. Dtrmin th psudo quivalnt strain-ral quivalnt strss rlationship by utilizing th Nubr s rul and th matrial strss-strain rlation undr proportional loading. Nubr s rul: N N σ ε σ ε = (1) whr σ = E ε, E is th lastic modulus, and th lt-hand suprscript and N dnot th psudo and ral quantity at th notch. Th matrial strss-strain rlationship undr proportional loading: 1 n N N N ε σ σ = + (2) 2 2E 2K whr n and K ar th cyclic strain hardning xponnt and strngth coicint, rspctivly. From Eqs. (1) and (2), th psudo quivalnt strain-ral quivalnt strss rlationship can b dtrmind as ollow: N ( ) 2 1 σ N N n ε σ σ = + (3) 2 4E 2E 2K 2. Calculat th psudo lastic strain history at th notch rom th nominal multiaxial cyclic ε t ) can b obtaind rom nominal strsss and loading. Th psudo lastic strain history ( ( ) ij corrsponding strss concntration actors by th linar lastic thory or linar lastic init lmnt analysis. 3. Comput psudo quivalnt multiaxial atigu damag paramtr utilizing th psudo lastic cr ε t ). Th Shang Wang multiaxial atigu damag paramtr ( ε 2 ) [9], which strain history ( ( ) ij can b rducd to quivalnt strain approach orm ( ε 2 ) in th cas o th proportional loading, is usd in th prsntd invstigation. Th paramtr is xprssd as ollow: cr ε * 2 1 γ max = ( ε n ) whr ( * γ max 2 ) is th largst shar strain amplitud on th maximum shar plan, ε n is th largst normal strain xcursion btwn adjacnt turning points o th largst shar strain on th critical plan. N cr 4. Calculat th ral quivalnt strss amplitud ( σ 2 ) th psudo quivalnt strain-ral quivalnt strss rlationship (Eq.(3)). For th psudo lastic strain history, it is proposd that th cr Shang Wang multiaxial atigu damag paramtr ( ε 2 ) can b usd to substitut th quivalnt strain ( ε 2) undr proportional loading to tak account o th additional hardning du to th (4) 20

3 non-proportionality o xtrnal loadings. Manwhil, th ral quivalnt strss amplitud ( N cr σ 2 ) at th notch can b solvd. 5. Dtrmind th ral quivalnt strain amplitud ( N cr ε 2 ) by using th ral quivalnt strss amplitud ( N cr σ 2 ) obtaind in th prvious stp and th Nubr s rul (Eq.(1)). For non-proportional cyclic loading path, th non-proportional cyclic strngth coicint ( K NP ) can b obtaind by th matrial strss-strain rlationship undr non-proportional loading, i.. 1 n N cr N cr N cr σ σ ε = + (5) E K NP 6. Comput th atigu livs o notchd componnts utilizing th Manson-Coin quation, i.. N cr ε σ b c = ( 2N ) + ε ( 2N ) (6) 2 E whr σ, ε, b, and c ar th atigu strngth coicint, atigu ductility coicint, atigu strngth xponnt and atigu ductility xponnt, rspctivly. N is th atigu litim. In ordr to accomplish th proposd approach or prdicting th atigu livs o notchd componnts in this study, a computr program writtn in Fortran 95 is prormd. Exprimntal Vriication In ordr to chck th accuracy and rliability o th proposd approach or prdicting th atigu livs o notchd componnts, a numbr o atigu tst data on SAE 1045 stl undr proportional and non-proportional bnding and torsional loading wr slctd rom th tchnical litraturs [10]. Th gomtry and dimnsions o th SAE 1045 stl notchd shat ar dpictd in Figur 1. Th bnding-torsional atigu tst rsults o SAE 1045 stl notchd shat spcimns ar listd in Tabl 1. Th atigu proprtis o th SAE 1045 stl ar shown in Tabl 2. Figur 1. Gnral gomtry and dimnsions or SAE 1045 stl notchd shat spcimn (all dimnsions in mm). Tabl 1. Bnding-torsional atigu tst rsults o SAE 1045 stl notchd shat spcimns [10]. Spcimn ID Phas angl θ (dg.) Bnding momnt (N m) M b Torsional momnt M (N m) t N i (cycls) JD-XR JD-ZR JD-XR JD-YR JD-YR

4 JD-ZR JD-ZR JD-XR JD-XR JD-YR JD-ZR JD-XR JD-XR Tabl 2.Th mchanical proprtis o SAE 1045 stl and constants in Manson-Coin strain li quation [10]. Matrial E ( GPa ) K ( MPa) n σ ( MPa) ε b c SAE 1045 stl Figur 2. Comparison o xprimntal and prdictd atigu livs basd on proposd approach or SAE 1045 stl notchd shat spcimn undr proportional and non-proportional cyclic loading. A linar lastic FE analysis has bn prormd to dtrmin psudo lastic strain rsponss or th SAE 1045 stl notchd shat spcimn. Atr th psudo lastic strain historis ar dtrmind, th atigu livs o th invstigatd SAE 1045 stl notchd shat spcimn can b calculatd by th proposd approach. Comparisons o prdictd rsults with xprimntal data undr proportional and non-proportional cyclic loading ar shown in Fig. 2. It is ound that th prdictiv atigu livs agr wll with th xprimntal data, in which prdictiv litim rrors ar mostly within a actor o 2. Th rsults indicat that th proposd approach can provid accptabl li prdiction rsults or th SAE 1045 stl notchd shat spcimns. Summary In th currnt study, a nw approach is proposd to prdict atigu li o notchd componnts subjctd to multiaxial cyclic loading. Th proposd approach can tak account o th additional hardning du to th non-proportionality o xtrnal loadings. Th xprimntal data o SAE 1045 stl notchd shat componnts hav bn utilizd to vriy th proposd approach undr proportional and non-proportional cyclic loading. Th rsults show th proposd approach can wll prdict atigu livs or multiaxial cyclic loading, and most prdictiv rsults ar alling within an rror actor o 2. 22

5 Acknowldgmnt Th authors gratully acknowldg th inancial support o th National Natural Scinc Foundation o China (Nos , ). Rrncs [1] S. Babai, A. Ghasmi-Ghalbahman. Damag-basd modiication or atigu li prdiction undr non-proportional loadings. Int. J. Fatigu 77 (2015) [2] S. Babai, A. Ghasmi-Ghalbahman, R. Hajighorbani. A atigu modl or snsitiv matrials to non-proportional loadings. Int. J. Fatigu 80 (2015) [3] A. Inc, G. Glinka. Innovativ computational modling o multiaxial atigu analysis or notchd componnts. Int. J. Fatigu 82 (2016) [4] M. Firat. A numrical analysis o combind bnding-torsion atigu o SAE notchd shat. Finit Elm. Anal. Ds. 54 (2012) [5] N.R. Gats, A. Fatmi. Multiaxial variabl amplitud atigu li analysis including notch cts. Int. J. Fatigu 91 (2016) [6] V.B. Köttgn, M.E. Barky, D.F. Soci. Psudo strss and psudo strain basd approachs to multiaxial notch analysis. Fatigu Fract. Eng. Matr. Struct. 18 (1995) [7] A. Inc, G. Glinka, A. Buczynski. Computational modling o multiaxial lasto-plastic strss strain rspons or notchd componnts undr non-proportional loading. Int. J. Fatigu 62 (2014) [8] D.Y. Y, O. Hrtl, M. Vormwald. A uniid xprssion o lastic plastic notch strss strain calculation in bodis subjctd to multiaxial cyclic loading. Int. J. Solids Struct. 45 (2008) [9] D.G. Shang, D.J. Wang. A nw multiaxial atigu damag modl basd on th critical plan approach. Int. J. Fatigu 20 (1998) [10] J.C. Simo, T.J.R. Hughs, Computational Inlasticity, Springr-Vrlag Nw York Inc., Nw York,

APPLICABILITY OF NOTCH STRESS-STRAIN CORRECTION METHODS TO LOW-CYCLE FATIGUE LIFE PREDICTION OF TURBINE ROTORS SUBJECTED TO THERMOMECHANICAL LOADS

APPLICABILITY OF NOTCH STRESS-STRAIN CORRECTION METHODS TO LOW-CYCLE FATIGUE LIFE PREDICTION OF TURBINE ROTORS SUBJECTED TO THERMOMECHANICAL LOADS DOI 10.2478/ama-2018-0027 acta mchanica t automatica, vol.12 no.3 (2018) APPLICABILITY OF NOTCH STRESS-STRAIN CORRECTION METHODS TO LOW-CYCLE FATIGUE LIFE PREDICTION OF TURBINE ROTORS SUBJECTED TO THERMOMECHANICAL

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

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

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

Improved Prediction Method for Estimating Notch Elastic-Plastic Strains

Improved Prediction Method for Estimating Notch Elastic-Plastic Strains Transactions, SMiRT 19, Toronto, August 007 Improvd Prdiction Mthod for Estimating Notch Elastic-Plastic Strains R. Adibi-Asl * and R. Sshadri Facult of Enginring and Applid Scinc, Mmorial Univrsit of

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

Laboratory work # 8 (14) EXPERIMENTAL ESTIMATION OF CRITICAL STRESSES IN STRINGER UNDER COMPRESSION

Laboratory work # 8 (14) EXPERIMENTAL ESTIMATION OF CRITICAL STRESSES IN STRINGER UNDER COMPRESSION Laboratory wor # 8 (14) XPRIMNTAL STIMATION OF CRITICAL STRSSS IN STRINGR UNDR COMPRSSION At action of comprssing ffort on a bar (column, rod, and stringr) two inds of loss of stability ar possibl: 1)

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

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

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

Numerical Analysis of Transient Responses for Elastic Structures Connected to a Viscoelastic Shock Absorber Using FEM with a Nonlinear Complex Spring

Numerical Analysis of Transient Responses for Elastic Structures Connected to a Viscoelastic Shock Absorber Using FEM with a Nonlinear Complex Spring Numrical Analysis of Transint Rsponss for Elastic Structurs Connctd to a Viscolastic Shock Absorbr Using FEM with a Nonlinar Complx Spring Takao Yamaguchi, Yusaku Fujii, Toru Fukushima, Akihiro Takita,

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

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

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

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

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

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

INC 693, 481 Dynamics System and Modelling: The Language of Bound Graphs Dr.-Ing. Sudchai Boonto Assistant Professor

INC 693, 481 Dynamics System and Modelling: The Language of Bound Graphs Dr.-Ing. Sudchai Boonto Assistant Professor INC 693, 48 Dynamics Systm and Modlling: Th Languag o Bound Graphs Dr.-Ing. Sudchai Boonto Assistant Prossor Dpartmnt o Control Systm and Instrumntation Enginring King Mongkut s Unnivrsity o Tchnology

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

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

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

Studies of Turbulence and Transport in Alcator C-Mod Ohmic Plasmas with Phase Contrast Imaging and Comparisons with GYRO*

Studies of Turbulence and Transport in Alcator C-Mod Ohmic Plasmas with Phase Contrast Imaging and Comparisons with GYRO* Studis of Turbulnc and Transport in Ohmic Plasmas with Phas Contrast Imaging and Comparisons with GYRO* L. Lin 1, M. Porkolab 1, E.M. Edlund 1, J.C. Rost 1, M. Grnwald 1, D.R. Mikklsn 2, N. Tsujii 1 1

More information

Thermodynamical insight on the role of additives in shifting the equilibrium between white and grey tin

Thermodynamical insight on the role of additives in shifting the equilibrium between white and grey tin hrmodynamical insight on th rol of additivs in shifting th quilibrium btwn whit and gry tin Nikolay Dmntv Dpartmnt of Chmistry, mpl Univrsity, Philadlphia, PA 19122 Abstract In this study mthods of statistical

More information

NUMERICAL SIMULATION OF THERMAL WARPING AND BUCKLING IN ENAMELLED STEEL PARTS

NUMERICAL SIMULATION OF THERMAL WARPING AND BUCKLING IN ENAMELLED STEEL PARTS NUMERICAL SIMULATION OF THERMAL WARPING AND BUCKLING IN ENAMELLED STEEL PARTS 337 XXI Intrnational Enamllrs Congrss Numrical Simulation of Thrmal Warping and Buckling in Enamlld Stl Parts Filip Van dn

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

Rotor Stationary Control Analysis Based on Coupling KdV Equation Finite Steady Analysis Liu Dalong1,a, Xu Lijuan2,a

Rotor Stationary Control Analysis Based on Coupling KdV Equation Finite Steady Analysis Liu Dalong1,a, Xu Lijuan2,a 204 Intrnational Confrnc on Computr Scinc and Elctronic Tchnology (ICCSET 204) Rotor Stationary Control Analysis Basd on Coupling KdV Equation Finit Stady Analysis Liu Dalong,a, Xu Lijuan2,a Dpartmnt of

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

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

Preprint Archive - Chemistry Preprint Archive : EDEFlash - COMPUTER PROGRAM F...

Preprint Archive - Chemistry Preprint Archive : EDEFlash - COMPUTER PROGRAM F... Prprint Archiv - Chmistry Prprint Archiv : EDEFlash - COMPUTER PROGRAM F... Pag 1 of MariaAngla Mirls is loggd in Logout Brows Sarch My Sttings Alrts Hlp Quick Sarch Titl, abstract, kywords Author araújo.g.

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

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

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

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

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

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

Ultimate lateral load resistance of laterally loaded pile

Ultimate lateral load resistance of laterally loaded pile Ultimat latral load rsistanc of latrally loadd pil Md. M. Rahman Assistant Profssor, Dpartmnt of Civil Enginring, RUET, Rajshahi, Bangladsh Md. R. arim, A. L. Baki & D.. Paul Lctr, Dpartmnt of Civil Enginring,

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

Dynamic Characteristics Analysis of Blade of Fan Based on Ansys

Dynamic Characteristics Analysis of Blade of Fan Based on Ansys Powr and Enrgy Enginring Confrnc 1 Dynamic Charactristics Analysis of Blad of Fan Basd on Ansys Junji Zhou, Bo Liu, Dingbiao Wang, Xiaoqian li School of Chmical Enginring Zhngzhou Univrsity Scinc Road

More information

STATISTICAL PROPERTIES ANALYSIS OF Er 3+ -DOPED Ti:LiNbO 3 M -MODE STRAIGHT WAVEGUIDE AMPLIFIERS

STATISTICAL PROPERTIES ANALYSIS OF Er 3+ -DOPED Ti:LiNbO 3 M -MODE STRAIGHT WAVEGUIDE AMPLIFIERS Journal of Optolctronics and Advancd Matrials Vol. 6 No. March 4 p. 63-69 STATISTICAL PROPERTIES ANALYSIS OF Er 3+ -DOPED Ti:LiNbO 3 M -MODE STRAIGHT WAVEGUIDE AMPLIFIERS N. N. Puscas * Physics Dpartmnt

More information

Discrete Hilbert Transform. Numeric Algorithms

Discrete Hilbert Transform. Numeric Algorithms Volum 49, umbr 4, 8 485 Discrt Hilbrt Transform. umric Algorithms Ghorgh TODORA, Rodica HOLOEC and Ciprian IAKAB Abstract - Th Hilbrt and Fourir transforms ar tools usd for signal analysis in th tim/frquncy

More information

MECHANICS OF MATERIALS

MECHANICS OF MATERIALS 00 Th McGraw-Hill Companis, Inc. ll rights rsrvd. T Edition CHTER MECHNICS OF MTERIS Frdinand. Br E. Russll Johnston, Jr. John T. DWolf Columns ctur Nots: J. Walt Olr Txas Tch Univrsit 00 Th McGraw-Hill

More information

Finite Element Analysis of Magneto-Superelastic Behavior of Shape Memory Alloy Composite Actuator

Finite Element Analysis of Magneto-Superelastic Behavior of Shape Memory Alloy Composite Actuator Procdings of th Intrnational MultiConfrnc of Enginrs and Computr cintists 28 Vol II IMEC 28, 19-21 March, 28, Hong Kong Finit Elmnt Analysis of Magnto-uprlastic Bhavior of hap Mmory Alloy Composit Actuator

More information

ANALYTICAL SOLUTION OF BOND BEHAVIOR IN MOIST ENVIRONMENTS FOR FRP-CONCRETE JOINTS UNDER PEEL LOADING

ANALYTICAL SOLUTION OF BOND BEHAVIOR IN MOIST ENVIRONMENTS FOR FRP-CONCRETE JOINTS UNDER PEEL LOADING Asia-Paciic Conrnc on FRP in Structurs (APFIS 7 S.T. Smith (d 7 Intrnational Institut or FRP in Construction ANALYTICAL SOLUTION OF BOND BEHAVIOR IN MOIST ENVIRONMENTS FOR FRP-CONCRETE JOINTS UNDER PEEL

More information

FE modeling of inelastic behavior of reinforced high-strength concrete continuous beams

FE modeling of inelastic behavior of reinforced high-strength concrete continuous beams Structural Enginring and Mchanics, Vol. 49, No. 3 (214) 373-393 DOI: http://dx.doi.org/1.12989/sm.214.49.3.373 373 FE modling of inlastic bhavior of rinforcd high-strngth concrt continuous bams Tijiong

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

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

Bifurcation Theory. , a stationary point, depends on the value of α. At certain values

Bifurcation Theory. , a stationary point, depends on the value of α. At certain values Dnamic Macroconomic Thor Prof. Thomas Lux Bifurcation Thor Bifurcation: qualitativ chang in th natur of th solution occurs if a paramtr passs through a critical point bifurcation or branch valu. Local

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

Linear-Phase FIR Transfer Functions. Functions. Functions. Functions. Functions. Functions. Let

Linear-Phase FIR Transfer Functions. Functions. Functions. Functions. Functions. Functions. Let It is impossibl to dsign an IIR transfr function with an xact linar-phas It is always possibl to dsign an FIR transfr function with an xact linar-phas rspons W now dvlop th forms of th linarphas FIR transfr

More information

Size-Dependent of Interaction Between a Screw Dislocation and a Coated Nano-Inhomogeneity

Size-Dependent of Interaction Between a Screw Dislocation and a Coated Nano-Inhomogeneity Availabl onlin at www.scincdirct.com Procdia Enginring 4 (0) 69 66 Th Twlfth East Asia-Pacific Confrnc on Structural Enginring and Construction Si-Dpndnt of Intraction Btwn a Scrw Dislocation and a Coatd

More information

Thermal and Structural Analysis of Roller Compacted Concrete (R.C.C) Dams by Finite Element Code

Thermal and Structural Analysis of Roller Compacted Concrete (R.C.C) Dams by Finite Element Code Australian Journal of Basic and Applid Scincs, 5(12): 2761-2767, 211 ISSN 1991-8178 hrmal and Structural Analysis of Rollr Compactd Concrt (R.C.C) Dams by Finit Elmnt Cod 1 Rahimi, A. and Noorzai, J. 1

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

At the end of this lesson, the students should be able to understand:

At the end of this lesson, the students should be able to understand: Instructional Objctivs: At th nd of this lsson, th studnts should b abl to undrstand: Dsign thod for variabl load Equivalnt strss on shaft Dsign basd on stiffnss and torsional rigidit Critical spd of shaft

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

A nonequilibrium molecular dynamics simulation of evaporation

A nonequilibrium molecular dynamics simulation of evaporation Intrnational Confrnc Passiv and Low Enrgy Cooling 543 A nonquilibrium molcular dynamics simulation of vaporation Z.-J. Wang, M. Chn and Z.-Y. Guo Dpartmnt of Enginring Mchanics, Tsinghua Univrsity, Bijing

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

MCB137: Physical Biology of the Cell Spring 2017 Homework 6: Ligand binding and the MWC model of allostery (Due 3/23/17)

MCB137: Physical Biology of the Cell Spring 2017 Homework 6: Ligand binding and the MWC model of allostery (Due 3/23/17) MCB37: Physical Biology of th Cll Spring 207 Homwork 6: Ligand binding and th MWC modl of allostry (Du 3/23/7) Hrnan G. Garcia March 2, 207 Simpl rprssion In class, w drivd a mathmatical modl of how simpl

More information

STRAIN LOCALIZATION ANALYSIS OF AN ELASTIC-PLASTIC MODEL FOR HIGH PERFORMANCE FIBER REINFORCED CEMENTITIOUS COMPOSITES

STRAIN LOCALIZATION ANALYSIS OF AN ELASTIC-PLASTIC MODEL FOR HIGH PERFORMANCE FIBER REINFORCED CEMENTITIOUS COMPOSITES 9th Intrnational Conrnc on Fractur Mchanics o Concrt and Concrt Structurs FraMCoS-9 V. Saouma, J. Bolandr and E. Landis (Eds) DOI 0.0/FC9.45 STRAIN LOCALIZATION ANALYSIS OF AN ELASTIC-PLASTIC MODEL FOR

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

Scattering States of l-wave Schrödinger Equation with Modified Rosen Morse Potential

Scattering States of l-wave Schrödinger Equation with Modified Rosen Morse Potential Commun. Thor. Phys. 66 06 96 00 Vol. 66, No., August, 06 Scattring Stats of l-wav Schrödingr Equation with Modifid Rosn Mors Potntial Wn-Li Chn í,, Yan-Wi Shi á, and Gao-Fng Wi Ôô, Gnral Education Cntr,

More information

STRESSES FROM LOADING ON RIGID PAVEMENT COURSES

STRESSES FROM LOADING ON RIGID PAVEMENT COURSES bartosova.qxd 16.8.004 14:34 StrÆnka 3 003/1 PAGES 3 37 RECEIVED 5. 6. 00 ACCEPTED 15. 11. 00 ¼. BARTOŠOVÁ STRESSES FROM LOADING ON RIGID PAVEMENT COURSES ¼udmila Bartošová, Ing., PD. Assistant lcturr

More information

Section 11.6: Directional Derivatives and the Gradient Vector

Section 11.6: Directional Derivatives and the Gradient Vector Sction.6: Dirctional Drivativs and th Gradint Vctor Practic HW rom Stwart Ttbook not to hand in p. 778 # -4 p. 799 # 4-5 7 9 9 35 37 odd Th Dirctional Drivativ Rcall that a b Slop o th tangnt lin to th

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

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

Fatigue Life Prediction of Steel Bridges with High Amplitude Loadings

Fatigue Life Prediction of Steel Bridges with High Amplitude Loadings SECM/15/170 Fatig Lif Prdiction of Stl Bridgs with High Amplitd Loadings P.A.K. Karnananda 1, T.M. pallwatta 1, P.B.R. Dissanayak 2, M. Ohga 3 and S.A.S.C.Siriwardan 4 1 Dpartmnt of Civil Enginring, Th

More information

Inference Methods for Stochastic Volatility Models

Inference Methods for Stochastic Volatility Models Intrnational Mathmatical Forum, Vol 8, 03, no 8, 369-375 Infrnc Mthods for Stochastic Volatility Modls Maddalna Cavicchioli Cá Foscari Univrsity of Vnic Advancd School of Economics Cannargio 3, Vnic, Italy

More information

A General Thermal Equilibrium Discharge Flow Model

A General Thermal Equilibrium Discharge Flow Model Journal of Enrgy and Powr Enginring 1 (216) 392-399 doi: 1.17265/1934-8975/216.7.2 D DAVID PUBLISHING A Gnral Thrmal Equilibrium Discharg Flow Modl Minfu Zhao, Dongxu Zhang and Yufng Lv Dpartmnt of Ractor

More information

Recursive Estimation of Dynamic Time-Varying Demand Models

Recursive Estimation of Dynamic Time-Varying Demand Models Intrnational Confrnc on Computr Systms and chnologis - CompSysch 06 Rcursiv Estimation of Dynamic im-varying Dmand Modls Alxandr Efrmov Abstract: h papr prsnts an implmntation of a st of rcursiv algorithms

More information

Introduction to Multicopter Design and Control

Introduction to Multicopter Design and Control Introduction to Multicoptr Dsign and Control Lsson 05 Coordinat Systm and Attitud Rprsntation Quan Quan, Associat Profssor _uaa@uaa.du.cn BUAA Rlial Flight Control Group, http://rfly.uaa.du.cn/ Bihang

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

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

Gradient-based step response identification of low-order model for time delay systems Rui Yan, Fengwei Chen, Shijian Dong, Tao Liu*

Gradient-based step response identification of low-order model for time delay systems Rui Yan, Fengwei Chen, Shijian Dong, Tao Liu* Gradint-basd stp rspons idntification of low-ordr modl for tim dlay systms Rui Yan, Fngwi Chn, Shijian Dong, ao Liu* Institut of Advancd Control chnology, Dalian Univrsity of chnology, Dalian, 64, P R

More information

An Efficiency Substructure Method for Nonlinear SSI Analysis of Large-scale Concrete Structures in Time Domain on the ANSYS Platform

An Efficiency Substructure Method for Nonlinear SSI Analysis of Large-scale Concrete Structures in Time Domain on the ANSYS Platform An Efficincy Substructur Mthod for Nonlinar SSI Analysis of Larg-scal Concrt Structurs in Tim Domain on th ANSYS Platform J. B. Li, X. Q. Yin, G. Lin School of Civil and Hydraulic Enginring, Dalian Univrsity

More information

Lecture # 12: Shock Waves and De Laval Nozzle

Lecture # 12: Shock Waves and De Laval Nozzle ArE 311L & ArE343L Lctur Nots Lctur # 1: Shock Wavs and D Laval Nozzl Dr. Hui H Hu Dpartmnt of Arospac Enginring Iowa Stat Univrsity Ams, Iowa 50011, U.S.A ArE311L Lab#3: rssur Masurmnts in a d Laval Nozzl

More information

Observer Bias and Reliability By Xunchi Pu

Observer Bias and Reliability By Xunchi Pu Obsrvr Bias and Rliability By Xunchi Pu Introduction Clarly all masurmnts or obsrvations nd to b mad as accuratly as possibl and invstigators nd to pay carful attntion to chcking th rliability of thir

More information

First derivative analysis

First derivative analysis Robrto s Nots on Dirntial Calculus Chaptr 8: Graphical analysis Sction First drivativ analysis What you nd to know alrady: How to us drivativs to idntiy th critical valus o a unction and its trm points

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

Effects of Electron Model on Three-Grid Ion Engine Analyses

Effects of Electron Model on Three-Grid Ion Engine Analyses Effcts of Elctron Modl on Thr-Grid Ion Engin Analyss IEPC-2011-205 Prsntd at th 32nd Intrnational Elctric Propulsion Confrnc, Wisbadn Grmany Takshi Miyasaka 1 and Katsuo Asato 2 Gifu Univrsity, Gifu, 501-1193,

More information

Constitutive behaviour of quasi-brittle materials with anisotropic friction

Constitutive behaviour of quasi-brittle materials with anisotropic friction 695 Constitutiv bhaviour of quasi-brittl matrials with anisotropic friction Abstract This papr prsnts an approach to a constitutiv modl for anisotropic quasi-brittl matrials, dvlopd in th framwork of rat

More information

Structural Optimization for Transient Response Constraints with Software JIFEX*

Structural Optimization for Transient Response Constraints with Software JIFEX* amang Journal o Scinc and Enginring, Vol. 3, No. 3, pp. 73-86 (2) 73 Structural Optimization or ransint Rspons Constraints with Sotwar JIFEX* Yuanxian Gu, Biaosong Chn, Hongwu Zhang and Shutian Liu Stat

More information

ELECTRON-MUON SCATTERING

ELECTRON-MUON SCATTERING ELECTRON-MUON SCATTERING ABSTRACT Th lctron charg is considrd to b distributd or xtndd in spac. Th diffrntial of th lctron charg is st qual to a function of lctron charg coordinats multiplid by a four-dimnsional

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

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

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

APPROXIMATION THEORY, II ACADEMIC PRfSS. INC. New York San Francioco London. J. T. aden

APPROXIMATION THEORY, II ACADEMIC PRfSS. INC. New York San Francioco London. J. T. aden Rprintd trom; APPROXIMATION THORY, II 1976 ACADMIC PRfSS. INC. Nw York San Francioco London \st. I IITBRID FINIT L}ffiNT }ffithods J. T. adn Som nw tchniqus for dtrmining rror stimats for so-calld hybrid

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 4 Introduction to Finit Elmnt Analysis Chaptr 4 Trusss, Bams and Frams Ths nots ar prpard by Dr. Cünyt Srt http://www.m.mtu.du.tr/popl/cunyt

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

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

Non-Linear Analysis of Interlaminar Stresses in Composite Beams with Piezoelectric Layers

Non-Linear Analysis of Interlaminar Stresses in Composite Beams with Piezoelectric Layers 7TH ITERATIOA OFEREE O OMPOSITE SIEE AD TEHOOGY on-inar Analysis of Intrlaminar Strsss in omosit Bams with Piolctric ayrs MASOUD TAHAI 1, AMIR TOOU DOYAMATI 1 Dartmnt of Mchanical Enginring, Faculty of

More information

Genetic Algorithm for Identification of Time Delay Systems from Step Responses

Genetic Algorithm for Identification of Time Delay Systems from Step Responses Intrnational Journal Gntic of Control, Algorithm Automation, for Idntification and Systms, of im vol. Dlay 5, no. Systms, pp. 79-85, from Fbruary Stp Rsponss 007 79 Gntic Algorithm for Idntification of

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

EFFECT OF CONSOLIDATION RATIOS ON MAXIMUM DYNAMIC SHEAR MODULUS OF SANDS

EFFECT OF CONSOLIDATION RATIOS ON MAXIMUM DYNAMIC SHEAR MODULUS OF SANDS Octobr 12-17, 28, Bijing, China EFFECT OF CONSOLIDATION RATIOS ON MAXIMUM DYNAMIC SHEAR MODULUS OF SANDS Xiaoming YUAN 1 Jing SUN 2 and Rui SUN 3 1 Profssor, Dpt. of otchnical Enginring, Institut of Enginring

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

Performance of Seismic Design Aids for Nonlinear Pushover Analysis of Reinforced Concrete and Steel Bridges

Performance of Seismic Design Aids for Nonlinear Pushover Analysis of Reinforced Concrete and Steel Bridges Prormanc o Sismic Dsign Aids or Nonlinar Pushovr Analysis o Rinorcd Concrt and Stl Bridgs Franklin Y. Chng & Jry Gr issouri Univrsity o Scinc and Tchnology, Rolla, issouri, USA SUARY: Nonlinar static monotonic

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

Applicability of exponential stress-strain models for carbonate rocks. *Vyacheslav Palchik 1)

Applicability of exponential stress-strain models for carbonate rocks. *Vyacheslav Palchik 1) Applicability of xponntial strss-strain modls for carbonat rocks *Vyachslav Palchik ) Dpartmnt of Gological and Environmntal Scincs, Bn-Gurion Univrsity, Br- Shva 845, Isral ) vplachk@bgu.ac.il ABSTRACT

More information

INVESTIGATION ON APPLICABILITY OF SUBSTITUTE BEAM - COLUMN FRAME FOR DESIGN OF REINFORCED CONCRETE SWAY FRAMES

INVESTIGATION ON APPLICABILITY OF SUBSTITUTE BEAM - COLUMN FRAME FOR DESIGN OF REINFORCED CONCRETE SWAY FRAMES INVESTIGATION ON APPLICABILITY OF SUBSTITUTE BEAM - COLUMN FRAME FOR DESIGN OF REINFORCED CONCRETE SWAY FRAMES Abrham Ewnti and *Girma Zrayohanns School of Civil and Environmntal Enginring, Addis Ababa

More information

CIRCULAR GRATING ECCENTRIC TESTING AND ERROR COMPENSATION FOR ROBOT JOINT USING DOUBLE READING HEAD

CIRCULAR GRATING ECCENTRIC TESTING AND ERROR COMPENSATION FOR ROBOT JOINT USING DOUBLE READING HEAD 10 th April 013. Vol. 50 No.1 005-013 JATIT & LLS. All rights rsrvd. ISSN: 199-8645 www.jatit.org E-ISSN: 1817-3195 CIRCULAR GRATING ECCENTRIC TESTING AND ERROR COMPENSATION FOR ROBOT JOINT USING DOUBLE

More information

Free Vibration Analysis of Stiffened Laminated Plates Using a New Stiffened Element

Free Vibration Analysis of Stiffened Laminated Plates Using a New Stiffened Element TEHNISHE MEHANIK, Band 8, Hft -4, (8), 7-6 Manusriptingang: 7. Otobr 7 Fr Vibration Analysis of Stiffnd Laminatd Plats Using a Nw Stiffnd Elmnt Tran Ich Thinh, Ngo Nhu Khoa A nw 9-nodd rctangular iffnd

More information