Shape Optimization of Flexible Fixed Beam

Size: px
Start display at page:

Download "Shape Optimization of Flexible Fixed Beam"

Transcription

1 ISS (Onlin) : ISS (Print) : Intrnational Journal of Innoati Rsarc in Scinc, Enginring and Tcnology An ISO 97: 007 Crtifid Organization Volum, Spcial Issu 4, Marc 014 ational Confrnc on Rcnt Adancs in Ciil Enginring (CRACE-01) During ombr, 01 Organizd by Dpartmnt of Ciil Enginring, ort Eastrn Rgional Institut of Scinc and Tcnology, irjuli, Itanagar, Arunacal Prads, India. Sap Optimization of Flxibl Fixd Bam K.S. Sing 1, M.K. Miti and S. Mato B. Tc. Studnt, ME Dpt., ERIST, irjuli, Arunacal Prads, India 1, Assoc. Prof., ME Dpt., ERIST, irjuli, Arunacal Prads, India Abstract In tis work, sap optimization is carrid out of a flxibl fixd bam. Bam is considrd undr Eulr-Brnoulli tory and finit lmnt formulation is don for its dynamics analysis using wmark s scm. Squntial quadratic programming (SQP) mtod is usd to optimiz t orall prformanc of t bam. Optimizd fixd bam may b prfrrd in t ral world applications for spcific prformanc rquirmnt. Kywords Eulr-Brnoulli bam tory, flxibl fixd bam, finit lmnt mtod, sap optimization, squntial quadratic programming I. ITRODUCTIO Conntional bams ar comprisd of ig rigidity. Du to ig rigidity, bams ar gnrally ay and bulky. Flxibl bams a bn a topic of instigation in sral filds. Flxibility du to ligt wigt of bams a sral adantags (lik lss matrials, transportabl, tc). Howr, tr ar crtain disadantags associatd wit flxibl bams,.g. ibration du to low stiffnss. Static dflction and ibration ar t callnging tasks for flxibl bam applications. To rtain t adantags of flxibl bam, it nds its optimal dsign. Most of t rsarcrs optimizd t fundamntal frquncy of t cantilr bam or manipulator. Cranc and Adlr [1] prsntd t closd-form solutions in trm of Bssl s functions for t natural frquncis. Unconstraint non-uniform bams wit four kinds of rctangular cross-sctions is considrd for mod saps analysis. Hidbrct [] dtrmind t approximat natural frquncis and mod saps of a non-uniform simply supportd bam from frquncy quation. Baily [] sold t frquncy quation drid from Hamilton s principl to obtain natural frquncis of t non-uniform cantilr bams. Elwany and Barr [4] prsntd work wic maximizs t fundamntal frquncy for a gin bam wigt or quialnt bam wigt minimization for a spcific alu of fundamntal frquncy. Oloff and Prbry [5] dtrmind t optimal dsign of a transrsly ibrating tin lastic bam using cross-sctional ara function as t dsign ariabl tat maximizs t diffrnc btwn two adjacnt natural frquncis. Gupta and Murty [6] studid t optimal dsign of uniform non-omognous bams undr transrs ibration. Optimum tapring of cantilr bam carrying tip mass is dtrmind by Karialoo and iordson [6] to maximiz fundamntal frquncy. Lio [7] dlopd a gnralizd mtod for t dsign of a cantilr bam of circular cross-sction in flxural ibration. T bam is composd of two matrials along t lngt. Wang [9] addrssd optimum dsign of a singl link manipulator to maximiz its fundamntal frquncy. H formulatd t dsign problm as a nonlinar ignalu problm using ariational mtod. H dmonstratd t incras of fundamntal frquncy as a rsult of optimization. Wang and Mirowitc [10] xtndd t work of Karialoo and iordson [7] to find substantial impromnt in optimum sap troug simplifying original analysis. Wang and Russl [11] proposd minimax dsign mtod to construct t optimum sap undr a finit rang of tip loads. Xu and Anantasurs [1] mployd squntial quadratic programming (SQP) mtod aailabl in MATLAB for sap optimization of sgmnt of compliant mcanism. Gunjal and Dixit [1] addrssd t sap optimization of a rotating bam at diffrnt spds wit constraints on its mass and static tip dflction. Ty studid natural Copyrigt to IJIRSET 7

2 ISS (Onlin) : ISS (Print) : Intrnational Journal of Innoati Rsarc in Scinc, Enginring and Tcnology An ISO 97: 007 Crtifid Organization Volum, Spcial Issu 4, Marc 014 ational Confrnc on Rcnt Adancs in Ciil Enginring (CRACE-01) During ombr, 01 Organizd by Dpartmnt of Ciil Enginring, ort Eastrn Rgional Institut of Scinc and Tcnology, irjuli, Itanagar, Arunacal Prads, India. frquncis and dynamic rspons of t optimizd bam. Dixit t al. [14] prsntd FEM modl of singl link flxibl robotic manipulator for rolut and prismatic joint. Ty usd SQP for optimizing bam saps undr diffrnt optimization conditions and compard its dynamic rsponss and fundamntal frquncis. From t abo study, it is obsrd tat most of t rsarcrs contributd sap optimization for cantilr bam and rotating cantilr bam to impro crtain objctis. Tr is no muc rsarc contribution in sap optimization of flxibl fixd bam. In tis work, autors considrd tr diffrnt optimization problms for sap optimization for comparati study. II. MODELLIG AD SOLUTIO TECHIQUE Flxibl bams a significant transrs dflctions. Ty ba as a nonlinar lastic bams and xibit ibratory motions in transrs dirction. Formulations ar linarizd for small transrs dflction du to bnding motion undr linar bam tory as a two-dimnsional idalization. Tis simplifid modl is not suitabl for modling t dynamic baior of flxibl bam wit larg dflctions. T finit lmnt formulation as bn dscribd in Dixit [14]. It is dscribd r for t sak of compltnss. Figur 1(a) sows flxibl fixd bam in wic XOV rprsnts t stationary co-ordinat fram. F rprsnts t applid forc at t mid-position of a bam, q rprsnts t loading intnsity (load pr unit lngt) in t transrs plan and E, I, L, ρ, A and M rprsnts t Young s modulus, ara momnt of inrtia, lngt, mass dnsity, cross-sctional ara and payload mass (at t cntr) rspctily. Motion of t manipulator is rprsntd by fixd XOV co-ordinat fram. Bam is considrd slndr. So, transrs sar and rotary inrtia ffcts ar nglctd allowing it to b tratd as an Eulr- Brnoulli bam. Bam is assumd to ibrat dominantly in rtical plan (XOV), nglcting graity ffcts. Fig. 1 (a) Configuration of flxibl manipulator, (b) typical finit lmnt wit four dof Considr an infinitsimal link lmnt P on t manipulator at a distanc x from t fixd nd (lft sid). Position of t lmnt P wit rspct to inrtial fram of rfrnc (XOV) aftr tim ' t ' and transrs dflction ( x, t ) is gin by t position ctor P( x, ) wit rspct to t fixd fram. From basic mcanics, quation of motion of t flxibl bam may b writtn as EI m q 0 (1) x x t wr m (mass pr unit lngt) and I ar function of x and transrs load is t function of bot x and t. T following gomtry boundary conditions act at t fixd nd sids: ( x 0, t) 0 & 0 x x 0 and ( x L, t) 0 & 0. () x x L In t FEM formulation t bam is diidd into lmnts, ac lmnt aing four dgrs of frdom as sown in Figur 1(b). In t figur, 1,,, 4 ar t transrs dflction and slops at t first and scond nods of t lmnt. Transrs dflction is xprssd by t approximat function insid t lmnt at point P. Tn rsidual of Equation 6 is gin by R EI m q (4) x x t Bam transrs dflction is approximatd in finit lmnt as () Copyrigt to IJIRSET 8

3 ISS (Onlin) : ISS (Print) : Intrnational Journal of Innoati Rsarc in Scinc, Enginring and Tcnology An ISO 97: 007 Crtifid Organization Volum, Spcial Issu 4, Marc 014 ational Confrnc on Rcnt Adancs in Ciil Enginring (CRACE-01) During ombr, 01 Organizd by Dpartmnt of Ciil Enginring, ort Eastrn Rgional Institut of Scinc and Tcnology, irjuli, Itanagar, Arunacal Prads, India (5) wr x is t local coordinat, t lmnt lngt and 1,, and 4 ar known as t Hrmitian sap functions and Galrkin s wigt function W is approximatd in t sam fasion as is dfind as W 1 W 1 W W W 4. 4 (6) Using Galrkin s FEM approac, wak form of t diffrntial quation for an lmnt is gin by W R dx 0. (7) 0 W W W EI EI EI d x x x x x x x mw dx Wqdx 0. (8) 0 t 0 Using Equation 5 and 6, t Equation 8 bcoms 1 1 EI 1 4 dx m 1 4dx q dx Intrnal forc ctor. (9) 0 4 Effct payload mass is incorporatd in t global mass matrix and stiffnss matrix using Dirac-dlta function as dscribd by Dixit t al. [14]. Payload mass is dfind μ (ratio of tip mass to bam mass). Equation 9 can b xprssd in matrix form: M K F. (10) wr [ M ], [ K ] andf ar t lmnt mass matrix, stiffnss matrix and lmnt load ctor. Structural damping of t bam is not considrd for numrical study. Aftr assmbling lmnt quations, t global systm gorning quation can b xprssd as [ M ]{ V } [ K ]{ V} { F}, (11) wr [M] and [K] ar t global mass and stiffnss matrics rspctily. Global load ctor {F} and global nodal displacmnt ctor {X} ar gin by F F F F F F 1 m n1 n (1) and T V 1... n-1, n (1) wr n is numbr of nods takn (1) and m is midposition nod no (11). glcting load ctor, Equation 11 bcoms standard ignalu problm, wic is sold to obtain natural frquncis of t systm. wmark mtod is usd to sol t Equation 11 to prdict t dynamic baiour of t bam. T wmark intgration scm is basically t xtnsion of t linar acclration mtod. It is a constant arag acclration scm. Using wmark s mtod, transrs dflction ( ), slop ( ) and its driati ar obtaind. III. OPTIMIZATIO PROCEDURE Tr optimization problms ar considrd for t comparison of static and dynamic baior of t flxibl fixd bam systm. Minimization of maximum dynamic tip dflction is considrd as an objcti for ig spd opration of t robotic systm. Minimization of mass of t uniform bam manipulator is kpt constraints. Gnral form of an optimization problm is xprssd as Optimization Problm /Bam rfrrd TABLE 1 DIFFERET OPTIMIZATIO PROBLEMS Objcti T Constraints Copyrigt to IJIRSET 9

4 ISS (Onlin) : ISS (Print) : Intrnational Journal of Innoati Rsarc in Scinc, Enginring and Tcnology An ISO 97: 007 Crtifid Organization Volum, Spcial Issu 4, Marc 014 ational Confrnc on Rcnt Adancs in Ciil Enginring (CRACE-01) During ombr, 01 Organizd by Dpartmnt of Ciil Enginring, ort Eastrn Rgional Institut of Scinc and Tcnology, irjuli, Itanagar, Arunacal Prads, India. Minimization of I (Bam-I) static tip dflction Maximization of II (Bam-II) fundamntal bam frquncy Minimization of III (Bam-III) maximum dynamic tip dflction LB UB Prmissibl Bound : X X X wr... T X b 1 b b n M M 0 M M 0 M M 0 is a dsign ctor wit b i indicating widt of t i t finit lmnt, f(x) indicats L t diffrnt objcti function. Lowr bounds ( X ) and U uppr bound ( X ) ar t ctors of dsign ariabls rspctily. M is t mass of t optimizd manipulator, M is t prscribd mass of t uniform. T MATLAB function fmincon uss squntial quadratic programming (SQP) tcniqu for constraind optimization of nonlinar function. III. RESULTS AD DISCUSSIO A comparati dynamic analysis as bn carrid out for sap optimizd flxibl fixd bam. For t numrical study, a bam aing uniform widt 10 mm, ticknss 4 mm, lngt 1750 mm, mass gm, Young s modulus of lasticity 71 GPa is considrd. Optimizd bams ar subjctd to a sinusoidal forc of amplitud 0.5 -m (Figur d) at t mid-position of t bam. Fig. Excitation Forc (a) Bang-bang, (b) Triangular, (c) Trapzoidal and (d) Sinusoidal Fig. Optimizd saps for diffrnt payloads mass ( ) (a) Bam-I, (b) Bam-II, (c) Bam-III Fig. 4 All optimizd saps for payloads (µ=0) Optimizd saps of t fixd bam as pr t optimization problms dfind in Equation 11 ar plottd in Figur. Tr ar diffrnt optimal saps for diffrnt optimization problms. In optimization problm-i and II, tr is almost no ariations of optimal saps for diffrnt payload masss, owr tr is for optimization problm-ii. Ts saps gi t optimal prformanc for tat particular objcti. Diffrnt optimizd saps undr diffrnt optimization problms for payload mass ( 0) ar plottd in Fig. 4 for comparati obsration. Copyrigt to IJIRSET 10

5 ISS (Onlin) : ISS (Print) : Intrnational Journal of Innoati Rsarc in Scinc, Enginring and Tcnology An ISO 97: 007 Crtifid Organization Volum, Spcial Issu 4, Marc 014 ational Confrnc on Rcnt Adancs in Ciil Enginring (CRACE-01) During ombr, 01 Organizd by Dpartmnt of Ciil Enginring, ort Eastrn Rgional Institut of Scinc and Tcnology, irjuli, Itanagar, Arunacal Prads, India. Fig. 5 Static bam dflction optimizd at µ=0 du to 1 forc at cntr For comparati static bam dflctions, 1 static load is considrd at t mid-position of t bam. Static bam dflctions of uniform bam and optimizd bams ar plottd in Fig. 5. Optimizd Bam-I and III ar dflctd lssr static bam dflction tan tat of uniform bam. As xpctd, Bam-I is last dflctd. Bam-II is not improd for static bam dflction. Fig. 7 Static bam dflction optimizd at µ=0 du to 1 forc at cntr Dynamic bam dflctions du to sinusoidal forc (0.5 sin 4 t) ar sown in Fig. 7. All optimizd bams (at 0) a minimum bam dflction tan t uniform bam dflction for no payload mass cass. Bam-III is optimizd for minimization of maximum dynamic bam dflction. Hnc, it supprss t ibration maximum Dynamic bam dflctions of Bam-III (at 0) ar also plottd in Fig. 8. It is obsrd sam trnds of baiour of t optimizd bams undr diffrnt four diffrnt forc xcitations as sown in Fig. ar plottd in Fig. 7. Troug numrical xprimnts, it also obsrd tat Bam-III optimizd at igr payload mass always gi minimum of maximum dynamic bam dflction wit rspct to uniform fixd bam for lowr payload mass cass but rrs is not tru. Fig. 6 Static bam dflction optimizd at µ=0 du to 1 forc at cntr atural frquncis ar important caractristics of any structural systm. Fundamntal frquncis of uniform bam and optimiz bams ar plottd in Fig. 6. All t optimizd bams a igr fundamntal frquncy tan tat of uniform bam. Howr, optimizd Bam-II nancd t fundamntal frquncy of uniform bam maximum. Copyrigt to IJIRSET 11

6 ISS (Onlin) : ISS (Print) : Intrnational Journal of Innoati Rsarc in Scinc, Enginring and Tcnology An ISO 97: 007 Crtifid Organization Volum, Spcial Issu 4, Marc 014 ational Confrnc on Rcnt Adancs in Ciil Enginring (CRACE-01) During ombr, 01 Organizd by Dpartmnt of Ciil Enginring, ort Eastrn Rgional Institut of Scinc and Tcnology, irjuli, Itanagar, Arunacal Prads, India. Fig. 8 Comparison of dynamic tip dflction du to bang- input torqu, bam optimizd at (a) µ=0, (b) µ=0.1, (c) µ=0. & (d) µ=0.5 IV. COCLUSIO In tis work, sap optimization of flxibl fixd bam is carrid out troug linar modling. Toroug FE analysis as bn conductd and succssi SQP itration scm as bn usd to sol constraind optimum sap of t flxibl fixd bam to optimiz its static/dynamic prformancs. Tr ar diffrnt optimal saps for diffrnt optimization problms. Ts optimum saps gi optimizd orall prformanc for tat particular payload. Bam optimizd for igr payload always gis minimum of maximum dynamic bam dflction wit rspct to tat of uniform bam manipulator for rang of lowr payloads but rrs is not ncssarily tru. [10] F.Y. Wang and L. Miroitc, Optimum Dsign of Vibrating Cantilrs: A classical problm. Risitd, Journal of Optimization Tory and Applications, ol. 84(), pp , [11] F.Y. Wang, and J.L. Russl, Optimum Sap Construction of Flxibl Manipulators wit Total Wigt Constraint, Systms, Man and Cybrntics, ol. 5(4), pp , [1] D. Xu, and G.K. Anantasurs, Frform Skltal Sap Optimization of Compliant Mcanism, Journal of Mcanical Dsign, ol. 15, pp. 5 61, 00. [1] S.K. Gunjal, and U.S. Dixit, Vibration Analysis of Sap Optimizd Rotating Cantilr Bam, Enginring Optimization, ol. 9(1), pp , 007. [14] U.S. Dixit, R. Kumar and S.K. Dwidy, Sap Optimization of Flxibl Robotic Manipulator, ASME Journal of Mcanical Dsign, ol. 11(), pp , 006. REFERECES [1] E.T. Cranc and A.A. Adlr, Bnding ibration of ariabl crosssction bams, J. of Applid Mcanics, ASME, ol.(1), pp , [] A.C. Hidbct, Vibration of non-uniform simply supportd bams, J. of Enginring Mcanics Diision, procding of t ASCE, ol. 9(EM), pp. 1-15, [] C.D. Baily, Dirct analytical solution to non-uniform bam problm, J. of Sound of Vibration, ol. 56(4), pp , [4] M.H.S. Elwany and Barr, A.D.S. Barr, "Optimal dsign of bams undr flxural ibration", J. of Sound and Vibration, 88(), pp , 198. [5]. Oloff and R. Parbry, "Dsigning ibrating bams and rotating safts for maximum diffrnc btwn adjacnt natural frquncis", J of Solid Structur, 0(1), pp. 6-75, [6] V.K. Gupta and P.. Murty, "Optimal dsign of uniform nonomognous ibrating bams", J. of Sound and Vibration, 59(4), pp , [7] B.L Karialoo and F.I. iordson, Optimum dsign of ibrating cantilr, Journal of Optimization, Tory and Applications, ol. 11(6), pp , 197. [8] Y.S. Lio, A gnralizd mtod for t Optimal Dsign of Bams undr Flxural Vibration, Journal of Sound and Vibration, ol. 167(), pp. 19 0, 199. [9] Fi-Yu Wang, On t Extrnal Fundamntal Frquncis of on Link Flxibl Manipulators, T Intrnational Journal of Robotics Rsarc, ol. 1, pp , Copyrigt to IJIRSET 1

Shape Optimization of Revolute Single Link Flexible Robotic Manipulator for Vibration Suppression

Shape Optimization of Revolute Single Link Flexible Robotic Manipulator for Vibration Suppression 15 th National Conference on Machines and Mechanisms NaCoMM011-157 Shape Optimization of Revolute Single Link Flexible Robotic Manipulator for Vibration Suppression Sachindra Mahto Abstract In this work,

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

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

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

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

MEEN 617 Handout #12 The FEM in Vibrations A brief introduction to the finite element method for modeling of mechanical structures

MEEN 617 Handout #12 The FEM in Vibrations A brief introduction to the finite element method for modeling of mechanical structures MEEN 67 Handout # T FEM in Vibrations A brif introduction to t finit lmnt mtod for modling of mcanical structurs T finit lmnt mtod (FEM) is a picwis application of a variational mtod. Hr I provid you wit

More information

Effects of Couple Stress Lubricants on Pressure and Load Capacity of Infinitely Wide Exponentially Shaped Slider Bearing

Effects of Couple Stress Lubricants on Pressure and Load Capacity of Infinitely Wide Exponentially Shaped Slider Bearing Procdings of t World Congrss on Enginring and Computr Scinc 200 Vol II, Octobr 20-22, 200, San Francisco, USA Effcts of Coupl Strss Lubricants on Prssur and Load Capacity of Infinitly Wid Eponntially Sapd

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

Differential Equations

Differential Equations UNIT I Diffrntial Equations.0 INTRODUCTION W li in a world of intrrlatd changing ntitis. Th locit of a falling bod changs with distanc, th position of th arth changs with tim, th ara of a circl changs

More information

Characteristics of Gliding Arc Discharge Plasma

Characteristics of Gliding Arc Discharge Plasma Caractristics of Gliding Arc Discarg Plasma Lin Li( ), Wu Bin(, Yang Ci(, Wu Cngkang ( Institut of Mcanics, Cins Acadmy of Scincs, Bijing 8, Cina E-mail: linli@imc.ac.cn Abstract A gliding arc discarg

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

y=h B 2h Z y=-h ISSN (Print) Dr. Anand Swrup Sharma

y=h B 2h Z y=-h ISSN (Print) Dr. Anand Swrup Sharma Scolars Journal of Enginring and Tcnology (SJET) Sc. J. Eng. Tc., 5; 3(A):4-54 Scolars Acadmic and Scintific ublisr (An Intrnational ublisr for Acadmic and Scintific Rsourcs) www.saspublisr.com ISSN 3-435X

More information

Physics 43 HW #9 Chapter 40 Key

Physics 43 HW #9 Chapter 40 Key Pysics 43 HW #9 Captr 4 Ky Captr 4 1 Aftr many ours of dilignt rsarc, you obtain t following data on t potolctric ffct for a crtain matrial: Wavlngt of Ligt (nm) Stopping Potntial (V) 36 3 4 14 31 a) Plot

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

dy 1. If fx ( ) is continuous at x = 3, then 13. If y x ) for x 0, then f (g(x)) = g (f (x)) when x = a. ½ b. ½ c. 1 b. 4x a. 3 b. 3 c.

dy 1. If fx ( ) is continuous at x = 3, then 13. If y x ) for x 0, then f (g(x)) = g (f (x)) when x = a. ½ b. ½ c. 1 b. 4x a. 3 b. 3 c. AP CALCULUS BC SUMMER ASSIGNMENT DO NOT SHOW YOUR WORK ON THIS! Complt ts problms during t last two wks of August. SHOW ALL WORK. Know ow to do ALL of ts problms, so do tm wll. Itms markd wit a * dnot

More information

CHAPTER 1. Introductory Concepts Elements of Vector Analysis Newton s Laws Units The basis of Newtonian Mechanics D Alembert s Principle

CHAPTER 1. Introductory Concepts Elements of Vector Analysis Newton s Laws Units The basis of Newtonian Mechanics D Alembert s Principle CHPTER 1 Introductory Concpts Elmnts of Vctor nalysis Nwton s Laws Units Th basis of Nwtonian Mchanics D lmbrt s Principl 1 Scinc of Mchanics: It is concrnd with th motion of matrial bodis. odis hav diffrnt

More information

682 CHAPTER 11 Columns. Columns with Other Support Conditions

682 CHAPTER 11 Columns. Columns with Other Support Conditions 68 CHTER 11 Columns Columns with Othr Support Conditions Th problms for Sction 11.4 ar to b solvd using th assumptions of idal, slndr, prismatic, linarly lastic columns (Eulr buckling). uckling occurs

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

THE BENDING AND TWISTING CONTROL OF SMA/GRAPHITE/EPOXY COMPOSITE BEAMS

THE BENDING AND TWISTING CONTROL OF SMA/GRAPHITE/EPOXY COMPOSITE BEAMS ID-384 THE BENDING AND TWISTING CONTROL OF /GRAPHITE/EPOXY COMPOSITE BEAMS Chol im, Bum-Sik Park, and Nam-So Goo Dpartmnt of Mchanical Enginring, yungpook National Unirsity Tagu, South ora 7-7 ABSTRACT

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

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

Apparent Power and Power Factor Measurement by Using FPGA-based Chip Considering Nonsinusoidal and Unbalanced Conditions

Apparent Power and Power Factor Measurement by Using FPGA-based Chip Considering Nonsinusoidal and Unbalanced Conditions Procdings of t 8t WE Intrnational Confrnc on Instrumntation, Masurmnt, Circuits and ystms pparnt Powr and Powr Factor Masurmnt by Using FPG-basd Cip Considring Nonsinusoidal and Unbalancd Conditions HU-CHEN

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

Parametic study of kinematic soil-pile interaction in two layer soil profile

Parametic study of kinematic soil-pile interaction in two layer soil profile Scintific Cooprations Journal of Civil Enginring and Architctur, Vol., Issu., August-05 37 Paramtic study of kinmatic soil-pil intraction in two layr soil profil Irshad Ahmad Univrsity of Enginring and

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

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

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

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

Collisions between electrons and ions

Collisions between electrons and ions DRAFT 1 Collisions btwn lctrons and ions Flix I. Parra Rudolf Pirls Cntr for Thortical Physics, Unirsity of Oxford, Oxford OX1 NP, UK This rsion is of 8 May 217 1. Introduction Th Fokkr-Planck collision

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 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

Dynamic behaviour of a rotating cracked beam

Dynamic behaviour of a rotating cracked beam Journal of Physics: Confrnc Sris PAPER OPEN ACCESS Dynamic bhaviour of a rotating crackd bam To cit this articl: Ahmd Yashar t al 6 J. Phys.: Conf. Sr. 744 57 Viw th articl onlin for updats and nhancmnts.

More information

Dealing with quantitative data and problem solving life is a story problem! Attacking Quantitative Problems

Dealing with quantitative data and problem solving life is a story problem! Attacking Quantitative Problems Daling with quantitati data and problm soling lif is a story problm! A larg portion of scinc inols quantitati data that has both alu and units. Units can sa your butt! Nd handl on mtric prfixs Dimnsional

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

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

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

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

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

Nonlinear Bending of Strait Beams

Nonlinear Bending of Strait Beams Nonlinar Bnding of Strait Bams CONTENTS Th Eulr-Brnoulli bam thory Th Timoshnko bam thory Govrning Equations Wak Forms Finit lmnt modls Computr Implmntation: calculation of lmnt matrics Numrical ampls

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

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

Massachusetts Institute of Technology Department of Mechanical Engineering

Massachusetts Institute of Technology Department of Mechanical Engineering Massachustts Institut of Tchnolog Dpartmnt of Mchanical Enginring. Introduction to Robotics Mid-Trm Eamination Novmbr, 005 :0 pm 4:0 pm Clos-Book. Two shts of nots ar allowd. Show how ou arrivd at our

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

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

Fixed-Point Harmonic-Balanced Method for Nonlinear Eddy Current Problems

Fixed-Point Harmonic-Balanced Method for Nonlinear Eddy Current Problems Intrnational Journal of Enrgy and Powr Enginring 206; 5(-): 37-4 Publishd onlin Octobr 4, 205 (http://www.scincpublishinggroup.com/j/ijp) doi: 0.648/j.ijp.s.2060500.5 ISSN: 2326-957X (Print); ISSN: 2326-960X

More information

Prelab Lecture Chmy 374 Thur., March 22, 2018 Edited 22mar18, 21mar18

Prelab Lecture Chmy 374 Thur., March 22, 2018 Edited 22mar18, 21mar18 Prlab Lctur Cmy 374 Tur., Marc, 08 Editd mar8, mar8 LA REPORT:From t ClassicalTrmoISub-7.pdf andout: Was not a dry lab A partially complt spradst was postd on wb Not ruird 3 If solid is pur X Partial

More information

Available online at ScienceDirect. Procedia Engineering 126 (2015 )

Available online at  ScienceDirect. Procedia Engineering 126 (2015 ) Availabl onlin at www.scincdirct.com ScincDirct Procdia Enginring 26 (25 ) 628 632 7t Intrnational Confrnc on Fluid Mcanics, ICFM7 Applications of ig ordr ybrid DG/FV scms for twodimnsional RAS simulations

More information

MAHALAKSHMI ENGINEERING COLLEGE

MAHALAKSHMI ENGINEERING COLLEGE HLKSH ENGNEENG COLLEGE TUCHPLL -. QUESTON WTH NSWES DEPTENT : CVL SEESTE: V SUB.CODE/ NE: CE / Strngt of atrials UNT DVNCED TOPCS N BENDNG OF BES PT - ( marks). Dfin Unsmmtrical nding T plan of loading

More information

3-2-1 ANN Architecture

3-2-1 ANN Architecture ARTIFICIAL NEURAL NETWORKS (ANNs) Profssor Tom Fomby Dpartmnt of Economics Soutrn Mtodist Univrsity Marc 008 Artificial Nural Ntworks (raftr ANNs) can b usd for itr prdiction or classification problms.

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

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

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

FINITE ELEMENT ANALYSIS OF A TWO-DIMENSIONAL LINEAR ELASTIC SYSTEMS WITH A PLANE RIGID MOTION

FINITE ELEMENT ANALYSIS OF A TWO-DIMENSIONAL LINEAR ELASTIC SYSTEMS WITH A PLANE RIGID MOTION FINIE ELEMEN ANALYSIS OF A WO-DIMENSIONAL LINEAR ELASIC SYSEMS WIH A PLANE RIGID MOION S. LASE, C. DĂNĂŞEL, M.L. SCUARU, M. MIHĂLCICĂ RANSILANIA Univrsity of Braşov, RO-500036, B-dul Eroilor, 9, Romania,

More information

INFLUENCE OF GROUND SUBSIDENCE IN THE DAMAGE TO MEXICO CITY S PRIMARY WATER SYSTEM DUE TO THE 1985 EARTHQUAKE

INFLUENCE OF GROUND SUBSIDENCE IN THE DAMAGE TO MEXICO CITY S PRIMARY WATER SYSTEM DUE TO THE 1985 EARTHQUAKE 13 th World Confrnc on Earthquak Enginring Vancouvr, B.C., Canada August 1-6, 2004 Papr No. 2165 INFLUENCE OF GROUND SUBSIDENCE IN THE DAMAGE TO MEXICO CITY S PRIMARY WATER SYSTEM DUE TO THE 1985 EARTHQUAKE

More information

Free Vibration of Pre-Tensioned Electromagnetic Nanobeams

Free Vibration of Pre-Tensioned Electromagnetic Nanobeams IOSR Journal of Mathmatics (IOSR-JM) -ISSN: 78-578, p-issn: 39-765X. Volum 3, Issu Vr. I (Jan. - Fb. 07), PP 47-55 www.iosrjournals.org Fr Vibration of Pr-Tnsiond Elctromagntic Nanobams M. Zaaria& Amira

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

22/ Breakdown of the Born-Oppenheimer approximation. Selection rules for rotational-vibrational transitions. P, R branches.

22/ Breakdown of the Born-Oppenheimer approximation. Selection rules for rotational-vibrational transitions. P, R branches. Subjct Chmistry Papr No and Titl Modul No and Titl Modul Tag 8/ Physical Spctroscopy / Brakdown of th Born-Oppnhimr approximation. Slction ruls for rotational-vibrational transitions. P, R branchs. CHE_P8_M

More information

A NEW SIGNATURE PROTOCOL BASED ON RSA AND ELGAMAL SCHEME

A NEW SIGNATURE PROTOCOL BASED ON RSA AND ELGAMAL SCHEME A NEW SIGNATURE PROTOCOL BASED ON RSA AND ELGAMAL SCHEME ABSTRACT J Ettanfoui and O Kadir Laboratory of Matmatics, Cryptograpy and Mcanics, Fstm, Univrsity Hassan II of Casablanca, Morocco In tis papr,

More information

IDENTIFICATION OF FLUTTER DERIVATIVES OF BRIDGE DECKS BY STOCHASTIC SUBSPACE METHOD

IDENTIFICATION OF FLUTTER DERIVATIVES OF BRIDGE DECKS BY STOCHASTIC SUBSPACE METHOD Svnt Asia-Pacific Confrnc on Wind Enginring, Novmbr 8-, 9, aipi, aiwan IDENIFICAION OF FLUER DERIVAIVES OF BRIDGE DECKS BY SOCASIC SUBSPACE MEOD Virot Boonyapinyo, arac Jansupasar and Worapoj amasungkti

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

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

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

Hydrogen Atom and One Electron Ions

Hydrogen Atom and One Electron Ions Hydrogn Atom and On Elctron Ions Th Schrödingr quation for this two-body problm starts out th sam as th gnral two-body Schrödingr quation. First w sparat out th motion of th cntr of mass. Th intrnal potntial

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

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

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

FINITE ELEMENT ANALYSIS OF SLOSHING IN LIQUID-FILLED CONTAINERS

FINITE ELEMENT ANALYSIS OF SLOSHING IN LIQUID-FILLED CONTAINERS FINIE ELEMEN ANALYSIS OF SLOSHING IN LIQUID-FILLED CONAINERS Mustafa Arafa Lcturr, Dpartmnt of Mchanical Dsign and Production Enginring, Cairo Univrsity, Cairo, Egypt mharafa@gmail.com, mharafa@yahoo.com

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

KINEMATIC SOIL-STRUCTURE INTERACTION EFFECTS ON MAXIMUM INELASTIC DISPLACEMENT DEMANDS OF SDOF SYSTEMS

KINEMATIC SOIL-STRUCTURE INTERACTION EFFECTS ON MAXIMUM INELASTIC DISPLACEMENT DEMANDS OF SDOF SYSTEMS Th 14 th World Confrnc on Earthquak Enginring Octobr 12-17, 2008, Bijing, China KINEMATIC SOIL-STRUCTURE INTERACTION EFFECTS ON MAXIMUM INELASTIC DISPLACEMENT DEMANDS OF SDOF SYSTEMS Y.Y. Lin 1 1 Associat

More information

1973 AP Calculus AB: Section I

1973 AP Calculus AB: Section I 97 AP Calculus AB: Sction I 9 Minuts No Calculator Not: In this amination, ln dnots th natural logarithm of (that is, logarithm to th bas ).. ( ) d= + C 6 + C + C + C + C. If f ( ) = + + + and ( ), g=

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

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

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

u 3 = u 3 (x 1, x 2, x 3 )

u 3 = u 3 (x 1, x 2, x 3 ) Lctur 23: Curvilinar Coordinats (RHB 8.0 It is oftn convnint to work with variabls othr than th Cartsian coordinats x i ( = x, y, z. For xampl in Lctur 5 w mt sphrical polar and cylindrical polar coordinats.

More information

0WAVE PROPAGATION IN MATERIAL SPACE

0WAVE PROPAGATION IN MATERIAL SPACE 0WAVE PROPAGATION IN MATERIAL SPACE All forms of EM nrgy shar thr fundamntal charactristics: 1) thy all tral at high locity 2) In traling, thy assum th proprtis of was 3) Thy radiat outward from a sourc

More information

San José State University Aerospace Engineering AE 138 Vector-Based Dynamics for Aerospace Applications, Fall 2016

San José State University Aerospace Engineering AE 138 Vector-Based Dynamics for Aerospace Applications, Fall 2016 San José Stat Univrsity Arospac Enginring AE 138 Vctor-Basd Dynamics for Arospac Applications, Fall 2016 Instructor: Offic Location: Email: Offic Hours: Class Days/Tim: Classroom: Prof. J.M. Huntr E272F

More information

A System Identification Algorithm for Vehicle Lumped Parameter Model in Crash Analysis

A System Identification Algorithm for Vehicle Lumped Parameter Model in Crash Analysis Intrnational Journal of Modling and Optimization, Vol., No., Jun A Systm Idntification Algorithm for Vhicl Lumpd Paramtr Modl in Crash Analysis Javad Marzbanrad and Mostafa Pahlavani Abstract This study

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

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

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

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

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

A Recent Approach to Repetitive Control Strategy for Induced Draft Fan

A Recent Approach to Repetitive Control Strategy for Induced Draft Fan Europan Journal of Applid Scincs 9 (5): 258-264, 217 ISSN 279-277 IDOSI Publications, 217 DOI: 1.5829/idosi.jas.217.258.264 A Rcnt Approach to Rptitiv Control Stratgy for Inducd Draft Fan 1 1 1 2 G. Thanigaivl,

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

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

Lagrangian Analysis of a Class of Quadratic Liénard-Type Oscillator Equations with Exponential-Type Restoring Force function

Lagrangian Analysis of a Class of Quadratic Liénard-Type Oscillator Equations with Exponential-Type Restoring Force function agrangian Analysis of a Class of Quadratic iénard-ty Oscillator Equations wit Eonntial-Ty Rstoring Forc function J. Akand, D. K. K. Adjaï,.. Koudaoun,Y. J. F. Komaou,. D. onsia. Dartmnt of Pysics, Univrsity

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

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

VII. Quantum Entanglement

VII. Quantum Entanglement VII. Quantum Entanglmnt Quantum ntanglmnt is a uniqu stat of quantum suprposition. It has bn studid mainly from a scintific intrst as an vidnc of quantum mchanics. Rcntly, it is also bing studid as a basic

More information

Koch Fractal Boundary Single feed Circularly Polarized Microstrip Antenna

Koch Fractal Boundary Single feed Circularly Polarized Microstrip Antenna 1 Journal of Microwavs, Optolctronics and Elctromagntic Applications, Vol. 6, No. 2, Dcmbr 2007 406 Koch Fractal Boundary Singl fd Circularly Polarizd Microstrip Antnna P. Nagswara Rao and N. V. S.N Sarma

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

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

Liu, X., Zhang, L. "Structural Theory." Bridge Engineering Handbook. Ed. Wai-Fah Chen and Lian Duan Boca Raton: CRC Press, 2000

Liu, X., Zhang, L. Structural Theory. Bridge Engineering Handbook. Ed. Wai-Fah Chen and Lian Duan Boca Raton: CRC Press, 2000 Liu, X., Zhang, L. "Structural Thory." Bridg Enginring Handbook. Ed. Wai-Fah Chn and Lian Duan Boca Raton: CRC Prss, 2000 7 Structural Thory Xila Liu Tsinghua Univrsity, China Liming Zhang Tsinghua Univrsity,

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

Vibration Control of an Electromechanical Model with Time-Dependent Magnetic Field

Vibration Control of an Electromechanical Model with Time-Dependent Magnetic Field Journal of Mchanical Dsign and Vibration, 06, Vol. 4, No., -9 Availabl onlin at http://pubs.scipub.com/jmdv/4// Scinc and Education Publishing DOI:0.69/jmdv-4-- Vibration Control of an Elctromchanical

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

A class of wavelet-based Rayleigh-Euler beam element for analyzing rotating shafts

A class of wavelet-based Rayleigh-Euler beam element for analyzing rotating shafts Shock and Vibration 18 (11) 447 458 447 DOI 1.333/SAV-1-55 IOS Prss A class of wavlt-basd Rayligh-Eulr bam lmnt for analyzing rotating shafts Jiawi Xiang a,b,, Zhansi Jiang a and Xufng Chn b a School of

More information

A STUDY ON THE NONLINEALITY OF RUNOFF PHENOMENA AND ESTIMATION OF EFFECTIVE RAINFALL

A STUDY ON THE NONLINEALITY OF RUNOFF PHENOMENA AND ESTIMATION OF EFFECTIVE RAINFALL A STUDY ON THE NONLINEALITY OF RUNOFF PHENOMENA AND ESTIMATION OF EFFECTIVE RAINFALL SHUICHI KURE Graduat school, Chuo Univrsity, -3-27 Kasuga, Bunkyo-ku, Tokyo, 2-855 Japan TADASHI YAMADA Dpt. of Civil

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