Proceedings of the 2nd WSEAS Int. Conference on Applied and Theoretical Mechanics, Venice, Italy, November 20-22,

Size: px
Start display at page:

Download "Proceedings of the 2nd WSEAS Int. Conference on Applied and Theoretical Mechanics, Venice, Italy, November 20-22,"

Transcription

1 Procdngs o th nd WSEAS Int. Conrnc on Appld and Thortcal Mchancs, Vnc, Italy, Novmbr 0-, Dynamcs Modlng Analyss o th Mchansm Systm asd on Rgd body Moton and Elastc Moton YANG YUAN-MING, ZHAO ING CHEN CHUAN-YAO SONG TIAN-XIA. Collg o Cvl Engng.and Mch.,.Dpartmnt o Cvl Engng.. Huazhong Unv. o Sc. and Tch.,. Nanyang Insttut o Tch.. Wuhan, ,.Nanyang, Hnan, , P.R.CHINA Abstract: Dynamcs modlng o th mchancal systm wth lxbl dormaton and rgd body moton ar dscussd. Rgard gnralzd coordnat as rgd body moton dgr o rdom and lastc dormaton dgr o rdom, utlz th nt lmnt mthod to dscrb moton and dormaton o lastc connctng rod, us Kan quaton to drv th movmnt quaton o th lastc connctng rod organzaton. Ky words: Elastc Dormaton; Th Fnt Elmnt Mthod; Kan Equaton; Dynamcs Analyss Introduc Dynamc analyss o mchansm systm has bn basd on th assumpton that th lnks bhav as rgd bods. Strsss n th mmbrs ar assumd to b only du to nrta orcs and xtrnal loads. asd on ths strsss calculatons th mchansm s dsgnd, bult, and tstd. Ths dsgn procdur s rasonably accurat th lnks bhav as rgd bods. Howvr, as spds o opraton bcom hghr, th nrta orcs bcom qut larg and th lnks undrgo consdrabl dormaton. Undr ths condtons th rgd body assumpton s no longr vald. Th movmnts o mchansm systm can b accurat smulatd by takng nto account th lastcty o th lnks durng smulaton and dsgn procss. Snc lastc bhavor n mchansm systms cannot b compltly lmnatd, mchansm systms would hav to b actvly controlld n ordr to urthr mnmz cts du to lastc dlctons. For such control applcaton t s ncssary to dvlop accurat modls, whch mor ralstcally rprsnt th actual mchansm systms. Th modlng o mchancal systm wth th lastc lnks has bn pad attnton by popl all th tm. Th work can b dvdd nto thr rspcts at prsnt, accordng to ts modlng way: Th rst approach [-5] whch orgnatd arlr, modls th lastc lnks as contnuous systms possssng nnt dgrs o rdom. Th quatons o moton obtand ar nonlnar partal drntal quatons. Ths approach has bn usd to drv quatons o moton, analyz and dtrmn th dynamc rspons o th sldr crank mchansm, whch has an lastc connctng rod and rgd rod. In th scond approach [6-8], th lastc lnks rprsntd as dscrt systms possssng nt lastc dgrs o rdom by usng mthods lk th nt lmnt mthod. Th advantag o usng th nt lmnt mthod to modl th lastc lnks s that t provds a systmatc modlng tchnqu or complx mchansms and lays th groundwork or a gnral approach or th modlng o mchansms. In ths works th nt moton or th total moton o th systm s consdrd to b a suprposton o th rgd body moton and th lastc moton. A thrd approach [9-3] uss th Lagrang Multplr tchnqu to ncorporat ont constrants nto th quaton o moton. Ths approach s broadly applcabl to a larg class o dynamc systms rathr than ust mchansm systms and rsults n a ormulaton that s gnral concs, and convnntly mplmntd on th computr. In ths work, analyzs th manpulator systm o opraton wth lastcs n systmatc way, dynamcs modlng o th mchancal systms wth rgd body movmnt and lxblty dormaton ar dscussd. Rgard gnralzd coordnat as rgd body btwn dgr o rdom and lastc dormaton dgr o rdom, utlz nt lmnt mthod to dscrb moton and dormaton o lastc connctng rod, us Kan quaton to drv th quaton o moton o th lastc connctng rod. Ths knd o quaton o moton can b usd or analyzng ndustry's machnry oprats hands. caus us th nt lmnt mthod to modlng to th lastc pol, no mattr whch knd o complcatd orms t has. Dscrpton o dormaton o th lmnt As shown g., s an lastc mchansm systm,

2 Procdngs o th nd WSEAS Int. Conrnc on Appld and Thortcal Mchancs, Vnc, Italy, Novmbr 0-, oxyz s a systm o coordnats o th nrta, oxyz s th systm o coordnats xd at lnk. Th dormaton o th opraton manpulator systm, can xprss wth th ollowng rlaton: Y O X Z Fg. Dscrpton o dormaton o th lmnt r = T0r (whr T ) () 0 =T0 TT3 T-, T 0 rprsnts th homognous coordnat transormaton matrx rom lnk to lnk, s a 4 4 matrx that rprsnts th rgd body translaton and rotaton translaton o lnk wth rspct to th rrnc coordnat systm oxy z,and s o th ollowng orm: xoo cos x x cos cos x y x z T0 = yoo cos y x cos cos y y x z zoo cos z x cos cos z y z z I only xstd rotaton translaton btwn onts, w hav cosφ cosφ 0 T -, = 0 snφ cosφ Th rst tm drvatv o T -, s: φ sn cos 0 φ φ φ T -, = 0 φ cosφ φsnφ cosφ snφ 0 T -, = = Q φ snφ cosφ 0 T Thus T 0 = QT 0φ T T-, + + T0T Q-T -,φ Q TT T φ + + QTT T φ + + QTT T φ = 0 -, 0 -, 0 -, = Lnk = Q = w T (-a) φ T 0 0 R y T 0 r δ m (G') d G o r y x x Elmnt whr w = Q φ s th oprator matrxq s = th constant transormaton matrx. Drnt T 0 by tm t, w hav T = 0 = ( Q φ ) T 0 + = ( Q φ ) T = ( Q φ ) T + ( Q φ ) ( Q φ ) T (3) = 0 = = Whr φ can b wrttn by ollowng: To th opratng systm o th gnral manpulator, ts quaton o gomtry rstrans can b wrttn: φ ( ϕ, ϕ ) = 0 ( =,, N) (4) Hr ϕ, ϕ show dgrs o rdom o systm, show systmatc numbr o obct. Th partal drvatvs o th rgd body constrant valus φ wth rspct to th valu ϕ o th rgd body dgrs o rdom s dnt as ollowng: φ ' = δφ / δϕ.thror k k k = φ = φ ϕ (5) l k Formula (5) can rgard as th xprsson ormula o th gnralzd spd that s drvatd by nclusv condton o dynamcs, so w can b wrttn as ollowng w = Qφ ϕ = [ Qφ ] ϕ = W ϕ (6) k k k k k k k = k= k= = k= ' k = φ k = whr W Q. Thus 0 k k 0 k k 0 = k= k= k T = φ Q ϕ T = W ϕ T (-b) Th scond drvatv o drvatvs oφ s φ φ = ϕϕ k l + φϕ k k k= l= ϕk ϕ = φ ϕϕ k l +φϕ (7) k k l k= k = So ormula (3) can b shown as ollowng: T = 0 Q( φϕ kϕl+ φ kϕk) T + [ ( Q φ)][ ( Q φk)] T 0 k 0 = k= = k= = ( Q φϕ kϕl + Wϕk) T0 + WWkϕ ϕkt0 = k= (8) 3 Dscrpton o moton o th lmnt To th mchansm systm wth th lastc lnks, shown as g., th lmntal mass δm n lmnt on th lnk. Coordnat systm oxyz s th xd rrnc coordnat systm, oxy z s local coordnat systm, whch s usually th rgd body k 0 0

3 Procdngs o th nd WSEAS Int. Conrnc on Appld and Thortcal Mchancs, Vnc, Italy, Novmbr 0-, poston o ts cntr o gravty. s th lmntal coordnat systm bult n th cntr o gravty o th lmnt. G ndcats th rgd body poston o th lmntal. z y o x lnk y z o lnk x Fg. Systm wth th lastc lnks x y z lnkn A addtonal 4 4 transormaton matrx R s dnd or lmntal. R dpnds on th constant orntaton o lmnt coordnat systm x y z wth rspct to th lnk coordnat systm x.thus s a constant matrx and s o th y z R ollowng orm: cosxx cos cos 0 xy xz = R 0 cosyx cos cos yy yz 0 coszx cos cos zy zz Th product o th transormaton matrcs and R s usd to transorm th lastc T o dsplacmnt d whch s masur n th lmnt coordnat systm to th rrnc coordnat systm. Ths transormaton matrx rqurs only th rlatv angular orntaton o th lmnt coordnat systm wth rspct to th rrnc coordnat systm. Thror th rst dagonal lmnt o R s st to zro. Th poston o th lmntal mass δ m n th rrnc coordnat systm s spcd by vctor R. Vctor R s mad up o two componnts, th rgd body poston o δ m and th lastc dsplacmnt o δ m. Vctor r locats rgd body poston o δ m n lnk coordnat systm x. Vctor r s a constant y z vctor. Th rgd body poston o δ m n th rrnc coordnat systm. s rprsntd by Tr. 0 Vctor d s th lastc dsplacmnt o δ m n th coordnat systm. x. Th lastc dsplacmnt y z o δ m s rprsntd n th coordnat systm oxyz as th matrx product TRd.Th poston o δ m n 0 th rrnc coordnat systm s gvn by: R = T0r+ T0R d (9) asd on th thory o th nt lmnt mthod, th lastc dsplacmnt d o δ m n th coordnat systm x can b xprssd as a lnar uncton y z o th nodal lastc dsplacmnt vctor u as shown orm: d= N u (0) Matrx N contans th nt lmnt shap unctons, whch rlat th nodal lastc dsplacmnt, u th lastc dsplacmnt vctor d. Th nodal rgd body poston vctor p s dnd that s th rgd body poston o th nodal o th lmnt as masurd n th lnk coordnat systm x. Ths y z s a constant vctor as th rgd body poston o th nodal n th lnk coordnat systm x y z ar xd. N Usng ths vctor and th shap uncton, th rgd body poston o th mass δ m s xprssd as r = N p () Equaton () holds or soparamtrc nt lmnts, whch ar th most commonly usd typ nt lmnt. Substtutng quatons (0) and () n quaton (9) th poston o th lmntal mass δ m s xprssd as: R=T () onp +ToRNu Th abov quaton s drntatd wth rspct to tm to dtrmn th vlocty th lmntal mass δ m n th rrnc coordnat systm : R=TNp (3-a) 0 +TRNu 0 +TRNu 0 T s th tm drvatv o T and s th 0 0 u vlocty vctor o th lastc dgr o rdom masurd n th lmnt coordnat systm x y z. Th shap uncton N and th 4 4 matrx R ar constant matrcs and ar unactd by th drntaton wth rspct to tm. Usng quaton (), th abov quaton s xprssd as: R=wT Np +wt RNu +T RNu = = W kϕkt0n p + W kϕkt0r N u +T0R N u k= k= [ WT k 0( Np +RNu )] ϕk +TRNu 0 k = (3-b) Th scond drntaton o R can b drntatd wth rspct to quaton (3-a) R=TNp + 0 TRNu 0 + TRNu 0 +TRNu 0 (4) Substtutng quatons () and (8) n quaton (4), w hav: R = [( Q φϕ ϕ + W ϕ ) T + W W ϕ ϕ T ] N p + k l k 0 k k 0 = k= Q φϕ kϕl + Wkϕk T0 + WW kϕ ϕkt0 R N u = k= ϕ 0 0 (5) = [( ) ] + W T R N u +T R N u

4 Procdngs o th nd WSEAS Int. Conrnc on Appld and Thortcal Mchancs, Vnc, Italy, Novmbr 0-, Th gnralzd partal vlocty, th gnralzd partal acclraton and th gnralzd nrtal orc Th rgd body dgr o rdom ϕ and th lastc dsplacmnt dgr o rdom u ar rgardd as th gnralzd coordnat, and rgard ϕ and u as th gnralzd spd. Rsarch quaton(3-b)and(5) dtrmn gnralzd partal spds o th lmnt mass δ m : v P = WkT0 ( N p +R N u ) +T0R N (6) k = Th acclraton o th lmnt δ m a N = s o R gvn by ormula (5). Th gnralzd nrtal orc rlatd wth th th. N Gnralzd spd F = V F whr F = a N o dxdx so Th gnralzd nrtal orc s xprssd as blow F = V P a P o dxdx (7) Usng th quatons (5) and (6), St T T T T T TT =[TNP], =[TrNp], 0 0 NN pp TT 0 0 RNN p T T T TT =[TRN], th quaton (7) can b 0 0 RR NN xpandd shown as ollowng orm: l F = QW k φϕ kϕl[ TNP] k= = l= QW k φϕ kϕl k= l= = WW ϕ [ TNP] k k k= = k k k= = [ TrNpu ] WW ϕ [ TrNpu ] W W W ϕ ϕ [ TNP] k k k k= = k= Wk W Wkϕ ϕk[ TrNp] u dxdx k= = k= QW k φϕ kϕl[ TrNpu ] dxdx k= = T QW k φϕ kϕl[trn] uu dxdx k= = WW kϕk[ TrNpu ] dxdx k= = T WW kϕk[trn] uu dxdx k= k= WWW k kϕ ϕk[ TrNpu ] dxdx k = T WWW k kϕ ϕk[trn] uu dxdx k = ) WW ϕ [ TrNpu ] k k= = k k= = WW ϕ [TRN] uu k = W [ TrNp] u k W [TRN] u u ) k k = k l = Q φϕ ϕ [ TrNp] W ϕk[ TrNp] dxdx) k = WW kϕ ϕk[ TrNp] Q φϕ kϕl = k k k = T [TRN] u W ϕ [TRN] u WW kϕ ϕk[trn] u = W ϕ [TRN] u [TRN] u (8) Nglct th lttl quantty o th scond-ordr drntaton and kp th trm o ntrsct, hav : F = W [ TrNp] u k k = k k= = WW ϕ [ TrNpu ] WW ϕ [ TNP] k k k= = k k k= = WW ϕ [ TrNpu ] k k k= = k k = WWϕ [ TrNpu ] W ϕ [ TrNp] dxdx) W ϕ [TRN] u k k k = = [TRN] W ϕ [TRN] u u dxdx (9) Arrangmnt th abov ormula, w hav: () Th gnralzd nrtal orc obtand by th rgd body dsplacmnt ϕ : F = { k([ ] [ ] ) [ ]} ϕ k= = W Wk TrNp u ϕ dxdx k= = W W TNP + TrNp u + TrNp ) { [ ] [TRN]}

5 Procdngs o th nd WSEAS Int. Conrnc on Appld and Thortcal Mchancs, Vnc, Italy, Novmbr 0-, W{ Wk[ TrNp] [TRN]} uϕ = k= k = { W [ TrNp] [TRN]} u (0) k ()Th gnralzd nrtal orc obtand by th lastc dsplacmnt ϕ : F = { W [ TrNp]+[TRN]} u k = k k = k= W { W [ TrNp] + [TRN]} ϕ u k k k k= = = dxdx W { W ϕ [ TrNp] + Wϕ [ TrNp] + +ϕ k [TRN]} u W { W [ TNP] + [ TrNp]} k ϕ kdxdx () = k= 5 Th gnralzd actv orc and th dynamcs quaton o moton [3,33] y takng nto account an arbtrary pont o an arbtrary lmnt o body, th strss-stran rlaton can b xprssd as 3 ε = ( W + W +W W, ) α, β α, β β, α γ, α γ β r= () Whr W α W α β = W a rprsnts dsplacmnt, x β componnt whl X a s th postonal coordnat componnt. Usng quaton(), w hav 3 εα, β = [ wα, β + w β, α + ( w r, αwr, β + wr, αw r, β ] (3) r = Τ Th strss s dnotd by: σ = [ σ, σ, σ33, σ, σ3, σ 3]. Th gnralzd actv orc thus nducd (σε) can b wrttn as ollowng two comptnt: M (φ s th charactrstc vctor F = Φ T K Φu = M matrx) T F = Φ K.Whr s th lastc GΦu K G = stnss matrx, KG s th nonlnar constructv stnss matrx. Th gnralzd actv orc can b wrttn as blow: F= F+ F (4) G Accordng to Kan s quaton, th dynamc quaton s wrttn as: F +F=0. (5) 6 Conclusons Ths concluds th applcaton o Kan quaton to drv th quatons o moton at th lmnt. Ths dvlopmnt allows or th ntrdpndnc o th rgd body and th lastc moton. Th lastc lnks ar modld by usng th nt lmnt mthod. Ths quatons n thr nal orm can b usd or ralstc modlng o lnks mchansms wth th rgd body moton and th lastc moton havng closd and opnd loop multpl dgr o rdom chans and gomtrcally complx lastc lnks. Th systm quatons wll b publshd sparatly. Rrncs [] Nubaur A.H., Cohn R., and Hall, A. S., 966,An Analytcal Study o th Dynamcs o an Elastc Lnkag, ASME Journal o Engnrng or Industry, Vol.88, No., 3-37 [] Jasnsk P.W., L H.C., and Sandor G.N., 97,Vbraton o Elastc Connctng Rod o Hgh-Spd Sldr-Crank Mchansm, ASME Journal o Engnrng or Industry, Vol.93, No., [3] Chu S.C., and Pan K.C., 975,Dynamc Rspons o a Hgh-Spd Sldr-Crank Mchansm Wth an Elastc Connctng Rod, ASME Journal o Engnrng or Industry, Vol.97, No., [4] adlan M., and Klnhnz W., 979,Dynamc Stablty o Elastc Mchansms, ASME Journal o Mchancal Dsgn, Vol.0, No., [5] adlan M., and Madha A., 98,Mmbr Intal Ects on th Elastc Sldr-Crank Mchansm Rspons, ASME Journal o Mchancal Dsgn, Vol.04, No., [6] Tadbakhsh I.G., 98,Stablty o Moton o Elastc Planar Lnkags Wth Applcaton to Sldr CRANK mchansm, ASME Journal o Mchancal Dsgn, Vol.04, No., [7] Wnry R.C., 97,Elastc Lnk Mchansm Dynamcs, ASME Journal o Engnrng or Industry, Vol.93, 68-7 [8] Wnry R.C., 97,Dynamcs Analyss o Elastc Mchansms by Rducton Coordnats, ASME Journal o Engnrng or Industry, Vol.94, [9] Erdman A.G., and Sandor H.N., 97, Knto -Elasto dynamcs-a Rvw o th stat o th Art and Trnds, Mchansms and Machn Thory, Vol.7 [0] Iman I., Sandor G.N., and Kramr S.N., 973,Dlcton and Strss Analyss n Hgh-Spd Planar Mchansms wth Elastc Lnks, ASME Journal o Engnrng or Industry, Vol.95, No.4, [] Iman I., and Sandor G.N., 973,A Gnral Mthod o Knto-Elasto dynamc Dsgn o

6 Procdngs o th nd WSEAS Int. Conrnc on Appld and Thortcal Mchancs, Vnc, Italy, Novmbr 0-, Hgh-Spd Mchansms, Mchansms and Machn Thory, Vol.8, [] ahgat.m., and Wllmrt K.D., 976,Fnt Elmnt Vbratonal Analyss o Planr Mchansms, Mchansms and Machn Thory, Vol., 47-7 [3] Nath P.K., and Ghosh A., 980,Stady-Stat Rspons o Mchansms wth Elastc Lnks by Fnt Elmnt Mthod, Mchansms and Machn Thory, Vol.5, 99- [4] Mdha A., Erdman A.G., and Forhrb D.A., 979,A Closd-Form Numrcal Algorthm or th Prodc Rspons o Hgh-Elastc Lnkags, ASME Journal o Mchancal Dsgn, Vol.0, No., 54-6 [5] Nagannathan G., and Son A.H., 986,Nonlnar Modlng o Knmatcs and Flxblty Ect n Manpulator Dsgn, ASME Journal o Mchansms, Transmssons and Automaton n Dsgn, Vol.88, [6] Sunada W., and Dubowsky S., 98,Th Applcatons o Fnt Elmnt Mthods to th Dynamc Analyss o Flxbl Spatal and Co-Planr Lnkag Systms, ASME Journal o Mchancal Dsgn, Vol.03, No., [7] Turcc D.A., and Mdha A., 984,Gnralzd Equaton o moton or Dynamc Analyss o Elmnt Mchansm Systm, ASME Journal o th Dynamc Systms, Masurmnts and Control, Vol.06, [8] Turcc D.A., and Mdha A., 984, Dynamc Analyss o Elmnt Mchansm Systm, ASME Journal o th Dynamc Systms, Masurmnts and Control, Vol.06, [9] Song J.O.,and Haug E.J.,980,Dynamc analyss o Planar Flxbl Mchansms, Computr Mthod n Appld Mchancs and Engnrng,Vol.4, [0] Shabana A., and Whag R.A., 984,Spatal Transnt Analyss o Inrta Varant Flxbl Mchansms Systm, ASME Journal o Mchansms, Transmssons and Automaton n Dsgn, Vol.06, 7-78 [] Shabana A., and Whag R.A., 983,Varabl Dgr-o-Frdom Componnt Mod analyss o Varant Flxbl Mchansms Systm, ASME Journal o Mchansms, Transmssons and Automaton n Dsgn, Vol.05, [] Shabana A.A.,and akr E.M., 986, Gomtrclly Nonlnar o Mult body systms, Solds and Structurs Vol.3, No.6, 0- [3] Whag R.A., and Haug E.J., 98,Gnralzd Coordnat Parttonng or Dmnson Rducton n Constrand Dynamc Systms, ASME Journal o Mchancal Dsgn, Vol.04,47-55 [4] Nkravsh P.E., Haug E.J., 983, Gnralzd Coordnat Parttonng or Analyss o Mchancal Systm wth Nonholonomc Constrants, ASME Journal o Mchansms, Transmssons and Automaton n Dsgn, Vol.05, [5] Man N.K., Haug E.J., and Atknson K.E., 985,Applcaton o Sngular Valu Dcomposton or Analyss o Mchancal Systm Dynamcs, ASME Journal o Mchansms, Transmssons and Automaton n Dsgn, Vol.07, 8-87 [6] Sngh R.P., and Lkns P.W., 985, Sngular Valu Dcomposton or Constrand Dynamc Systms, ASME Journal o Appld Mchansms, Vol.5, [7] Lown G.G., and Jandrasts W.G., 97,Survy o Invstgatons nto th Dynamc havour o Mchansms Contanng Lnks wth Dstrbutd Mass and Elastcty, Mchansms and Machn Thory, Vol.7 [8] Erdman A.G., Sandor G.N., and Oakbrg G.R., 97,A Gnral Mthod or Knto Elasto dynamc Analyss and Synthss o Mchansms, Journal o Engnrng o Industry, Vol.94, No.4, [9] Lown G.G., and Chassaps C.C., 986,Th Elastc havour o Lnkag: An Updat, Mchansms and Machn Thory, Vol. [30] Gar C.W., and Ptzod L.R., 984,ODE Mthods or th Solutons o Drntal/Algbrac Systms, SIAM Journal o Numrcal analyss, Vol., No.4, [3] Drass D., and Kan T.R., 985,Equatons and Moton Govrnng th Dploymnt o a Flxbl Lnkags rom a Spaccract, Th Journal o Astronautcal Scnc, Vol.33, No.4, [3] Nagaraan S., and Davd A. T., Lagrangan ormulaton o th quatons o moton or lastc mchansms wth mutual dpndnc btwn rgd body and lastc motons. Part: Elmnt lvl quatons, Journal o dynamcs, masurmnt, and control, [33] Yang Yuanmng, Dynamc analyss o lxbl body wth dnt movng atttud, Appld mathmatcs and mchancs, 006, Vol.7, No., 9-6

The Hyperelastic material is examined in this section.

The Hyperelastic material is examined in this section. 4. Hyprlastcty h Hyprlastc matral s xad n ths scton. 4..1 Consttutv Equatons h rat of chang of ntrnal nrgy W pr unt rfrnc volum s gvn by th strss powr, whch can b xprssd n a numbr of dffrnt ways (s 3.7.6):

More information

Static/Dynamic Deformation with Finite Element Method. Graphics & Media Lab Seoul National University

Static/Dynamic Deformation with Finite Element Method. Graphics & Media Lab Seoul National University Statc/Dynamc Dormaton wth Fnt Elmnt Mthod Graphcs & Mda Lab Sol Natonal Unvrsty Statc/Dynamc Dormaton Statc dormaton Dynamc dormaton ndormd shap ntrnal + = nrta = trnal dormd shap statc qlbrm dynamc qlbrm

More information

8-node quadrilateral element. Numerical integration

8-node quadrilateral element. Numerical integration Fnt Elmnt Mthod lctur nots _nod quadrlatral lmnt Pag of 0 -nod quadrlatral lmnt. Numrcal ntgraton h tchnqu usd for th formulaton of th lnar trangl can b formall tndd to construct quadrlatral lmnts as wll

More information

From Structural Analysis to FEM. Dhiman Basu

From Structural Analysis to FEM. Dhiman Basu From Structural Analyss to FEM Dhman Basu Acknowldgmnt Followng txt books wr consultd whl prparng ths lctur nots: Znkwcz, OC O.C. andtaylor Taylor, R.L. (000). Th FntElmnt Mthod, Vol. : Th Bass, Ffth dton,

More information

Stress-Based Finite Element Methods for Dynamics Analysis of Euler-Bernoulli Beams with Various Boundary Conditions

Stress-Based Finite Element Methods for Dynamics Analysis of Euler-Bernoulli Beams with Various Boundary Conditions 9 Strss-Basd Fnt Elmnt Mthods for Dynamcs Analyss of Eulr-Brnoull Bams wth Varous Boundary Condtons Abstract In ths rsarch, two strss-basd fnt lmnt mthods ncludng th curvatur-basd fnt lmnt mthod (CFE)

More information

Journal of Theoretical and Applied Information Technology 10 th January Vol. 47 No JATIT & LLS. All rights reserved.

Journal of Theoretical and Applied Information Technology 10 th January Vol. 47 No JATIT & LLS. All rights reserved. Journal o Thortcal and Appld Inormaton Tchnology th January 3. Vol. 47 No. 5-3 JATIT & LLS. All rghts rsrvd. ISSN: 99-8645 www.att.org E-ISSN: 87-395 RESEARCH ON PROPERTIES OF E-PARTIAL DERIVATIVE OF LOGIC

More information

A Note on Estimability in Linear Models

A Note on Estimability in Linear Models Intrnatonal Journal of Statstcs and Applcatons 2014, 4(4): 212-216 DOI: 10.5923/j.statstcs.20140404.06 A Not on Estmablty n Lnar Modls S. O. Adymo 1,*, F. N. Nwob 2 1 Dpartmnt of Mathmatcs and Statstcs,

More information

Economics 600: August, 2007 Dynamic Part: Problem Set 5. Problems on Differential Equations and Continuous Time Optimization

Economics 600: August, 2007 Dynamic Part: Problem Set 5. Problems on Differential Equations and Continuous Time Optimization THE UNIVERSITY OF MARYLAND COLLEGE PARK, MARYLAND Economcs 600: August, 007 Dynamc Part: Problm St 5 Problms on Dffrntal Equatons and Contnuous Tm Optmzaton Quston Solv th followng two dffrntal quatons.

More information

Heisenberg Model. Sayed Mohammad Mahdi Sadrnezhaad. Supervisor: Prof. Abdollah Langari

Heisenberg Model. Sayed Mohammad Mahdi Sadrnezhaad. Supervisor: Prof. Abdollah Langari snbrg Modl Sad Mohammad Mahd Sadrnhaad Survsor: Prof. bdollah Langar bstract: n ths rsarch w tr to calculat analtcall gnvalus and gnvctors of fnt chan wth ½-sn artcls snbrg modl. W drov gnfuctons for closd

More information

CHAPTER 7d. DIFFERENTIATION AND INTEGRATION

CHAPTER 7d. DIFFERENTIATION AND INTEGRATION CHAPTER 7d. DIFFERENTIATION AND INTEGRATION A. J. Clark School o Engnrng Dpartmnt o Cvl and Envronmntal Engnrng by Dr. Ibrahm A. Assakka Sprng ENCE - Computaton Mthods n Cvl Engnrng II Dpartmnt o Cvl and

More information

HORIZONTAL IMPEDANCE FUNCTION OF SINGLE PILE IN SOIL LAYER WITH VARIABLE PROPERTIES

HORIZONTAL IMPEDANCE FUNCTION OF SINGLE PILE IN SOIL LAYER WITH VARIABLE PROPERTIES 13 th World Confrnc on Earthquak Engnrng Vancouvr, B.C., Canada August 1-6, 4 Papr No. 485 ORIZONTAL IMPEDANCE FUNCTION OF SINGLE PILE IN SOIL LAYER WIT VARIABLE PROPERTIES Mngln Lou 1 and Wnan Wang Abstract:

More information

ACOUSTIC WAVE EQUATION. Contents INTRODUCTION BULK MODULUS AND LAMÉ S PARAMETERS

ACOUSTIC WAVE EQUATION. Contents INTRODUCTION BULK MODULUS AND LAMÉ S PARAMETERS ACOUSTIC WAE EQUATION Contnts INTRODUCTION BULK MODULUS AND LAMÉ S PARAMETERS INTRODUCTION As w try to vsualz th arth ssmcally w mak crtan physcal smplfcatons that mak t asr to mak and xplan our obsrvatons.

More information

COMPLEX NUMBER PAIRWISE COMPARISON AND COMPLEX NUMBER AHP

COMPLEX NUMBER PAIRWISE COMPARISON AND COMPLEX NUMBER AHP ISAHP 00, Bal, Indonsa, August -9, 00 COMPLEX NUMBER PAIRWISE COMPARISON AND COMPLEX NUMBER AHP Chkako MIYAKE, Kkch OHSAWA, Masahro KITO, and Masaak SHINOHARA Dpartmnt of Mathmatcal Informaton Engnrng

More information

167 T componnt oftforc on atom B can b drvd as: F B =, E =,K (, ) (.2) wr w av usd 2 = ( ) =2 (.3) T scond drvatv: 2 E = K (, ) = K (1, ) + 3 (.4).2.2

167 T componnt oftforc on atom B can b drvd as: F B =, E =,K (, ) (.2) wr w av usd 2 = ( ) =2 (.3) T scond drvatv: 2 E = K (, ) = K (1, ) + 3 (.4).2.2 166 ppnd Valnc Forc Flds.1 Introducton Valnc forc lds ar usd to dscrb ntra-molcular ntractons n trms of 2-body, 3-body, and 4-body (and gr) ntractons. W mplmntd many popular functonal forms n our program..2

More information

Three-Node Euler-Bernoulli Beam Element Based on Positional FEM

Three-Node Euler-Bernoulli Beam Element Based on Positional FEM Avalabl onln at www.scncdrct.com Procda Engnrng 9 () 373 377 Intrnatonal Workshop on Informaton and Elctroncs Engnrng (IWIEE) Thr-Nod Eulr-Brnoull Bam Elmnt Basd on Postonal FEM Lu Jan a *,b, Zhou Shnj

More information

September 27, Introduction to Ordinary Differential Equations. ME 501A Seminar in Engineering Analysis Page 1. Outline

September 27, Introduction to Ordinary Differential Equations. ME 501A Seminar in Engineering Analysis Page 1. Outline Introucton to Ornar Dffrntal Equatons Sptmbr 7, 7 Introucton to Ornar Dffrntal Equatons Larr artto Mchancal Engnrng AB Smnar n Engnrng Analss Sptmbr 7, 7 Outln Rvw numrcal solutons Bascs of ffrntal quatons

More information

Dynamic Modeling and Vibration Control for Spacecraft s Solar Array Jian-Ping JIANG 1,a, *, Rui XU 2,b

Dynamic Modeling and Vibration Control for Spacecraft s Solar Array Jian-Ping JIANG 1,a, *, Rui XU 2,b Intrnatonal Confrnc on Mchancs and Cvl Engnrng (ICMCE 2014) Dynamc Modlng and Vbraton Control for Spaccraft s Solar Array Jan-Png JIANG 1,a, *, Ru XU 2,b 1,2 Collg of Arospac Scnc and Engnrng, Natonal

More information

Linear Algebra Provides a Basis for Elasticity without Stress or Strain

Linear Algebra Provides a Basis for Elasticity without Stress or Strain Soft, 05, 4, 5-4 Publshd Onln Sptmbr 05 n ScRs. http://www.scrp.org/ournal/soft http://dx.do.org/0.46/soft.05.400 Lnar Algbra Provds a Bass for Elastcty wthout Strss or Stran H. H. Hardy Math/Physcs Dpartmnt,

More information

A Study on Nonlinear Forced Vibration of an Axial Moving Viscoelasticity Beam using the Multi-Scale Approach

A Study on Nonlinear Forced Vibration of an Axial Moving Viscoelasticity Beam using the Multi-Scale Approach BAO-FU KOU t al: A STUDY ON NONLINEAR FORCED VIBRATION OF AN AXIAL MOVING A Study on Nonlnar Forcd Vbraton of an Axal Movng Vscolastcty Bam usng th Mult-Scal Approach Bao-Fu Kou *, Xao-L Hu Collg of Mchancal

More information

EE 570: Location and Navigation: Theory & Practice

EE 570: Location and Navigation: Theory & Practice EE 570: Locaton and Navgaton: Thor & Practc Navgaton Snsors and INS Mchanaton Thursda 8 F 013 NMT EE 570: Locaton and Navgaton: Thor & Practc Sld 1 of 10 Navgaton Snsors and INS Mchanaton Navgaton Equatons

More information

Grand Canonical Ensemble

Grand Canonical Ensemble Th nsmbl of systms mmrsd n a partcl-hat rsrvor at constant tmpratur T, prssur P, and chmcal potntal. Consdr an nsmbl of M dntcal systms (M =,, 3,...M).. Thy ar mutually sharng th total numbr of partcls

More information

1- Summary of Kinetic Theory of Gases

1- Summary of Kinetic Theory of Gases Dr. Kasra Etmad Octobr 5, 011 1- Summary of Kntc Thory of Gass - Radaton 3- E4 4- Plasma Proprts f(v f ( v m 4 ( kt 3/ v xp( mv kt V v v m v 1 rms V kt v m ( m 1/ v 8kT m 3kT v rms ( m 1/ E3: Prcntag of

More information

Lecture 23 APPLICATIONS OF FINITE ELEMENT METHOD TO SCALAR TRANSPORT PROBLEMS

Lecture 23 APPLICATIONS OF FINITE ELEMENT METHOD TO SCALAR TRANSPORT PROBLEMS COMPUTTION FUID DYNMICS: FVM: pplcatons to Scalar Transport Prolms ctur 3 PPICTIONS OF FINITE EEMENT METHOD TO SCR TRNSPORT PROBEMS 3. PPICTION OF FEM TO -D DIFFUSION PROBEM Consdr th stady stat dffuson

More information

External Equivalent. EE 521 Analysis of Power Systems. Chen-Ching Liu, Boeing Distinguished Professor Washington State University

External Equivalent. EE 521 Analysis of Power Systems. Chen-Ching Liu, Boeing Distinguished Professor Washington State University xtrnal quvalnt 5 Analyss of Powr Systms Chn-Chng Lu, ong Dstngushd Profssor Washngton Stat Unvrsty XTRNAL UALNT ach powr systm (ara) s part of an ntrconnctd systm. Montorng dvcs ar nstalld and data ar

More information

Jones vector & matrices

Jones vector & matrices Jons vctor & matrcs PY3 Colást na hollscol Corcagh, Ér Unvrst Collg Cork, Irland Dpartmnt of Phscs Matr tratmnt of polarzaton Consdr a lght ra wth an nstantanous -vctor as shown k, t ˆ k, t ˆ k t, o o

More information

PREDICTION OF STRESS CONCENTRATION FACTORS IN UNLAPPED SQUARE HOLLOW "K" JOINTS BY THE FINITE ELEMENT METHOD

PREDICTION OF STRESS CONCENTRATION FACTORS IN UNLAPPED SQUARE HOLLOW K JOINTS BY THE FINITE ELEMENT METHOD Ngran Journal of chnology, Vol. 5, No., March 006 Jk 5 PREDICION OF SRESS CONCENRAION FACORS IN UNLAPPED SQUARE HOLLOW "K" JOINS BY HE FINIE ELEMEN MEHOD DR.P.N.JIKI Dpartmnt of Cvl Engnrng, Unvrsty of

More information

Journal of Chemical and Pharmaceutical Research, 2014, 6(7): Research Article

Journal of Chemical and Pharmaceutical Research, 2014, 6(7): Research Article Avalabl onln www.ocpr.com Journal of Chmcal and Pharmacutcal Rsarch, 214, 6(7):1394-14 Rsarch Artcl ISSN : 975-7384 COEN(USA) : JCPRC5 Rsarch on fatgu damag of suckr rod basd on damag mchancs Ru-fn Zhou,

More information

OPTIMAL TOPOLOGY SELECTION OF CONTINUUM STRUCTURES WITH STRESS AND DISPLACEMENT CONSTRAINTS

OPTIMAL TOPOLOGY SELECTION OF CONTINUUM STRUCTURES WITH STRESS AND DISPLACEMENT CONSTRAINTS Th Svnth East Asa-Pacfc Confrnc on Structural Engnrng & Constructon August 27-29, 1999, Koch, Japan OPTIMAL TOPOLOGY SELECTION OF CONTINUUM STRUCTURES WITH STRESS AND DISPLACEMENT CONSTRAINTS Qng Quan

More information

FINITE ELEMENT METHOD II Autumn 2015

FINITE ELEMENT METHOD II Autumn 2015 FEM II - Lctur Pag of 4 FINITE ELEMENT METHOD II Autumn 05 Lcturs (5h):. Accuracy, rror stmaton and adaptv rmshng. Hat flow and thrmal strsss n FEM 3. Introducton to structural dynamcs, fr vbratons 4.

More information

From Structural Analysis to Finite Element Method

From Structural Analysis to Finite Element Method From Structural Analyss to Fnt Elmnt Mthod Dhman Basu II Gandhnagar -------------------------------------------------------------------------------------------------------------------- Acknowldgmnt Followng

More information

Soft k-means Clustering. Comp 135 Machine Learning Computer Science Tufts University. Mixture Models. Mixture of Normals in 1D

Soft k-means Clustering. Comp 135 Machine Learning Computer Science Tufts University. Mixture Models. Mixture of Normals in 1D Comp 35 Machn Larnng Computr Scnc Tufts Unvrsty Fall 207 Ron Khardon Th EM Algorthm Mxtur Modls Sm-Suprvsd Larnng Soft k-mans Clustrng ck k clustr cntrs : Assocat xampls wth cntrs p,j ~~ smlarty b/w cntr

More information

Α complete processing methodology for 3D monitoring using GNSS receivers

Α complete processing methodology for 3D monitoring using GNSS receivers 7-5-5 NATIONA TECHNICA UNIVERSITY OF ATHENS SCHOO OF RURA AND SURVEYING ENGINEERING DEPARTMENT OF TOPOGRAPHY AORATORY OF GENERA GEODESY Α complt procssng mthodology for D montorng usng GNSS rcvrs Gorg

More information

Radial Cataphoresis in Hg-Ar Fluorescent Lamp Discharges at High Power Density

Radial Cataphoresis in Hg-Ar Fluorescent Lamp Discharges at High Power Density [NWP.19] Radal Cataphorss n Hg-Ar Fluorscnt Lamp schargs at Hgh Powr nsty Y. Aura, G. A. Bonvallt, J. E. Lawlr Unv. of Wsconsn-Madson, Physcs pt. ABSTRACT Radal cataphorss s a procss n whch th lowr onzaton

More information

Variational Approach in FEM Part II

Variational Approach in FEM Part II COIUUM & FIIE ELEME MEHOD aratonal Approach n FEM Part II Prof. Song Jn Par Mchancal Engnrng, POSECH Fnt Elmnt Mthod vs. Ralgh-Rtz Mthod On wants to obtan an appromat solton to mnmz a fnctonal. On of th

More information

Analyzing Frequencies

Analyzing Frequencies Frquncy (# ndvduals) Frquncy (# ndvduals) /3/16 H o : No dffrnc n obsrvd sz frquncs and that prdctd by growth modl How would you analyz ths data? 15 Obsrvd Numbr 15 Expctd Numbr from growth modl 1 1 5

More information

Optimal Ordering Policy in a Two-Level Supply Chain with Budget Constraint

Optimal Ordering Policy in a Two-Level Supply Chain with Budget Constraint Optmal Ordrng Polcy n a Two-Lvl Supply Chan wth Budgt Constrant Rasoul aj Alrza aj Babak aj ABSTRACT Ths papr consdrs a two- lvl supply chan whch consst of a vndor and svral rtalrs. Unsatsfd dmands n rtalrs

More information

Optimal Topology Design for Replaceable of Reticulated Shell Based on Sensitivity Analysis

Optimal Topology Design for Replaceable of Reticulated Shell Based on Sensitivity Analysis Optmal Topology Dsgn for Rplacabl of Rtculatd Shll Basd on Snstvty Analyss Yang Yang Dpartmnt of Naval Archtctur, Dalan Unvrsty of Tchnology, Laonng, CN Ma Hu Collg of Rsourc and Cvl Engnrng, Northastrn

More information

Discrete Shells Simulation

Discrete Shells Simulation Dscrt Shlls Smulaton Xaofng M hs proct s an mplmntaton of Grnspun s dscrt shlls, th modl of whch s govrnd by nonlnar mmbran and flxural nrgs. hs nrgs masur dffrncs btwns th undformd confguraton and th

More information

Dynamic Modeling and Inverse Dynamic Analysis of Flexible Parallel Robots

Dynamic Modeling and Inverse Dynamic Analysis of Flexible Parallel Robots nthwb.com Dnamc Modlng and Invrs Dnamc nalss of Flbl Paralll Robots Du Zhaoca and Yu Yuqng Collg of Mchancal Engnrng & ppld Elctroncs chnolog,ng Unvrst of chnolog,ng, Chna Corrspondng author E-mal: duzhaoca@mals.but.du.cn

More information

10/7/14. Mixture Models. Comp 135 Introduction to Machine Learning and Data Mining. Maximum likelihood estimation. Mixture of Normals in 1D

10/7/14. Mixture Models. Comp 135 Introduction to Machine Learning and Data Mining. Maximum likelihood estimation. Mixture of Normals in 1D Comp 35 Introducton to Machn Larnng and Data Mnng Fall 204 rofssor: Ron Khardon Mxtur Modls Motvatd by soft k-mans w dvlopd a gnratv modl for clustrng. Assum thr ar k clustrs Clustrs ar not rqurd to hav

More information

The gravitational field energy density for symmetrical and asymmetrical systems

The gravitational field energy density for symmetrical and asymmetrical systems Th ravtatonal ld nry dnsty or symmtral and asymmtral systms Roald Sosnovsy Thnal Unvrsty 1941 St. Ptrsbur Russa E-mal:rosov@yandx Abstrat. Th rlatvst thory o ravtaton has th onsdrabl dults by dsrpton o

More information

18th European Signal Processing Conference (EUSIPCO-2010) Aalborg, Denmark, August 23-27, 2010

18th European Signal Processing Conference (EUSIPCO-2010) Aalborg, Denmark, August 23-27, 2010 8th Europan Sgnal Procssng Conrnc EUSIPCO- Aalorg Dnmark August 3-7 EIGEFUCTIOS EIGEVALUES AD FRACTIOALIZATIO OF THE QUATERIO AD BIQUATERIO FOURIER TRASFORS Soo-Chang P Jan-Jun Dng and Kuo-W Chang Dpartmnt

More information

EDGE PEDESTAL STRUCTURE AND TRANSPORT INTERPRETATION (In the absence of or in between ELMs)

EDGE PEDESTAL STRUCTURE AND TRANSPORT INTERPRETATION (In the absence of or in between ELMs) I. EDGE PEDESTAL STRUCTURE AND TRANSPORT INTERPRETATION (In th absnc of or n btwn ELMs) Abstract W. M. Stacy (Gorga Tch) and R. J. Grobnr (Gnral Atomcs) A constrant on th on prssur gradnt s mposd by momntum

More information

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

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

More information

A RELIABLE MATRIX CONVERTER FED INDUCTION MOTOR DRIVE SYSTEM BASED ON PARAMETER PLANE SYNTHESIS METHOD

A RELIABLE MATRIX CONVERTER FED INDUCTION MOTOR DRIVE SYSTEM BASED ON PARAMETER PLANE SYNTHESIS METHOD Journal of Rlablty and Statstcal Studs; ISSN (Prnt): 0974-8024, (Onln): 2229-5666 ol. 9, Issu (206): 0-0 A RELIABLE MATRIX CONERTER FED INDUCTION MOTOR DRIE SYSTEM BASED ON PARAMETER PLANE SYNTHESIS METHOD

More information

Relate p and T at equilibrium between two phases. An open system where a new phase may form or a new component can be added

Relate p and T at equilibrium between two phases. An open system where a new phase may form or a new component can be added 4.3, 4.4 Phas Equlbrum Dtrmn th slops of th f lns Rlat p and at qulbrum btwn two phass ts consdr th Gbbs functon dg η + V Appls to a homognous systm An opn systm whr a nw phas may form or a nw componnt

More information

Algorithm for Component Based Simulation of Multibody Dynamics

Algorithm for Component Based Simulation of Multibody Dynamics ECHNICHE ECHANIK, Band 6, Ht 2, 2006, 92-05 anuskrptngang: 7. a 2006 Algorthm or Componnt Basd mulaton o ultbody Dynamcs D. Vlasnko, R. Kaspr hs papr prsnts th complt dscrpton o a non-trat algorthm or

More information

An Overview of Markov Random Field and Application to Texture Segmentation

An Overview of Markov Random Field and Application to Texture Segmentation An Ovrvw o Markov Random Fld and Applcaton to Txtur Sgmntaton Song-Wook Joo Octobr 003. What s MRF? MRF s an xtnson o Markov Procss MP (D squnc o r.v. s unlatral (causal: p(x t x,

More information

A NON-LINEAR MODEL FOR STUDYING THE MOTION OF A HUMAN BODY. Piteşti, , Romania 2 Department of Automotive, University of Piteşti

A NON-LINEAR MODEL FOR STUDYING THE MOTION OF A HUMAN BODY. Piteşti, , Romania 2 Department of Automotive, University of Piteşti ICSV Carns ustrala 9- July 7 NON-LINER MOEL FOR STUYING THE MOTION OF HUMN OY Ncola-oru Stănscu Marna Pandra nl Popa Sorn Il Ştfan-Lucan Tabacu partnt of ppld Mchancs Unvrsty of Ptşt Ptşt 7 Roana partnt

More information

Lecture 3: Phasor notation, Transfer Functions. Context

Lecture 3: Phasor notation, Transfer Functions. Context EECS 5 Fall 4, ctur 3 ctur 3: Phasor notaton, Transfr Functons EECS 5 Fall 3, ctur 3 Contxt In th last lctur, w dscussd: how to convrt a lnar crcut nto a st of dffrntal quatons, How to convrt th st of

More information

INTERFACE CORNERS IN ANISOTROPIC/PIEZOELECTRIC/ VISCOELASTIC MATERIALS

INTERFACE CORNERS IN ANISOTROPIC/PIEZOELECTRIC/ VISCOELASTIC MATERIALS INERFAE ORNERS IN ANISOROPI/PIEZOELERI/ VISOELASI MAERIALS hyanbn Hwu a-lang uo Insttut of Aronautcs and Astronautcs Natonal hng ung Unvrsty anan AIWAN R.O.. Ansotropc matrals bhav dffrntly n dffrnt drctons.

More information

Decision-making with Distance-based Operators in Fuzzy Logic Control

Decision-making with Distance-based Operators in Fuzzy Logic Control Dcson-makng wth Dstanc-basd Oprators n Fuzzy Logc Control Márta Takács Polytchncal Engnrng Collg, Subotca 24000 Subotca, Marka Orškovća 16., Yugoslava marta@vts.su.ac.yu Abstract: Th norms and conorms

More information

Numerical simulation of ultra precision machining based on molecular dynamics and finite element simulation

Numerical simulation of ultra precision machining based on molecular dynamics and finite element simulation Rvsta d la Facultad d Ingnría U.C.V., Vol. 3, N 14, pp. 315-30, 017 Numrcal smulaton of ultra prcson machnng basd on molcular dynamcs and fnt lmnt smulaton Wgang Guo 1,, Julong Yuan 1, Zhn Xang 1, Png

More information

Naresuan University Journal: Science and Technology 2018; (26)1

Naresuan University Journal: Science and Technology 2018; (26)1 Narsuan Unvrsty Journal: Scnc and Tchnology 018; (6)1 Th Dvlopmnt o a Corrcton Mthod or Ensurng a Contnuty Valu o Th Ch-squar Tst wth a Small Expctd Cll Frquncy Kajta Matchma 1 *, Jumlong Vongprasrt and

More information

THREE DIMENSIONAL GEOMETRY MAINTENANCE FOR FORMATION FLYING ON ELLIPTIC ORBITS

THREE DIMENSIONAL GEOMETRY MAINTENANCE FOR FORMATION FLYING ON ELLIPTIC ORBITS HREE DIMENSIONAL GEOMERY MAINENANCE FOR FORMAION FLYING ON ELLIPIC ORBIS akanao SAIKI ), Koch NASUME ) and Jun chro KAWAGUCHI ) ABSRAC ) Mtsubsh Havy Industrs, Ltd. ) Mtsubsh Elctrc Co. ) Japan Arospac

More information

COMPLIANCE ANALYSIS, OPTIMISATION AND COMPARISON OF A NEW 3PUS-PU MECHANISM. B. Wei

COMPLIANCE ANALYSIS, OPTIMISATION AND COMPARISON OF A NEW 3PUS-PU MECHANISM. B. Wei Intrnatonal Journal of Automotv and Mchancal Engnrng (IJAME) ISSN: 9-869 (Prnt); ISSN: 8-66 (Onln); Volum 7, pp. 9-99, Januar-Jun Unvrst Malasa Pahang DOI: http://d.do.org/.58/jam.7...9-99 COMPLIANCE ANALYSIS,

More information

3.4 Properties of the Stress Tensor

3.4 Properties of the Stress Tensor cto.4.4 Proprts of th trss sor.4. trss rasformato Lt th compots of th Cauchy strss tsor a coordat systm wth bas vctors b. h compots a scod coordat systm wth bas vctors j,, ar gv by th tsor trasformato

More information

horizontal force output data block Hankel matrix transfer function complex frequency response function impedance matrix

horizontal force output data block Hankel matrix transfer function complex frequency response function impedance matrix AMBENT VBRATON Nomnclatur 1 NOMENCLATURE a a acclraton, coffcnt dmnsonlss corrcton factor A, B, C, D dscrt-tm stat sac modl b coffcnt c damng, stffnss C constant valu, damng matrx d damtr d dyn d stat

More information

CHAPTER 4. The First Law of Thermodynamics for Control Volumes

CHAPTER 4. The First Law of Thermodynamics for Control Volumes CHAPTER 4 T Frst Law of Trodynacs for Control olus CONSERATION OF MASS Consrvaton of ass: Mass, lk nrgy, s a consrvd proprty, and t cannot b cratd or dstroyd durng a procss. Closd systs: T ass of t syst

More information

Physics 256: Lecture 2. Physics

Physics 256: Lecture 2. Physics Physcs 56: Lctur Intro to Quantum Physcs Agnda for Today Complx Numbrs Intrfrnc of lght Intrfrnc Two slt ntrfrnc Dffracton Sngl slt dffracton Physcs 01: Lctur 1, Pg 1 Constructv Intrfrnc Ths wll occur

More information

A Simple FEM Formulation Applied to Nonlinear Problems of Impact with Thermomechanical Coupling

A Simple FEM Formulation Applied to Nonlinear Problems of Impact with Thermomechanical Coupling 2439 A Smpl FEM Formulaton Appld to Nonlnar Problms of Impact wth Thrmomchancal Couplng Abstract Th thrmal ffcts of problms nvolvng dformabl structurs ar ssntal to dscrb th bhavor of matrals n fasbl trms.

More information

Dynamic Stability Analysis Based on Energy-Passivity Considerations

Dynamic Stability Analysis Based on Energy-Passivity Considerations Chh-Tsung Ch Dynamc Stablty Analyss Basd on Enrgy-Passvty Consdratons CHIEH-TSUNG CHI Dpartmnt o Elctrcal Engnrng Chnkuo Tchnology Unvrsty No., Chh Shou N. Rd., Changhua Cty 5, TAIWAN E-mal: jh@cc.ctu.du.tw

More information

Shape sensing of aerospace structures by coupling of isogeometric analysis and inverse finite element method

Shape sensing of aerospace structures by coupling of isogeometric analysis and inverse finite element method Shap snsng of arospac structurs by couplng of sogomtrc analyss and nvrs fnt lmnt mthod dnan Kfal and Erkan Otrkus Unvrsty of Strathclyd, 00 Montros Strt, Glasgow G4 0LZ, UK Ths papr prsnts a novl sogomtrc

More information

Mathematical Model of Arterial Hemodynamics, Description, Computer Implementation, Results Comparison

Mathematical Model of Arterial Hemodynamics, Description, Computer Implementation, Results Comparison Appld Physcs Rsarch; Vol. 5, No. 3; 3 ISSN 96-9639 E-ISSN 96-9647 Publshd by Canadan Cntr of Scnc and Educaton Mathmatcal Modl of Artral Hmodynamcs, Dscrpton, Computr Implmntaton, Rsults Comparson Elshn

More information

14. MODELING OF THIN-WALLED SHELLS AND PLATES. INTRODUCTION TO THE THEORY OF SHELL FINITE ELEMENT MODELS

14. MODELING OF THIN-WALLED SHELLS AND PLATES. INTRODUCTION TO THE THEORY OF SHELL FINITE ELEMENT MODELS 4. ODELING OF IN-WALLED SELLS AND PLAES. INRODUCION O E EORY OF SELL FINIE ELEEN ODELS Srő: Dr. András Skréns Dr. András Skréns BE odlng of thn-walld shlls and plats. Introducton to th thor of shll fnt

More information

1. Basic Concepts. 1.1 What is Kinematics 1.2 Solution Methods 1.3 Choice of Coordinates 1.4 2D versus 3D. Professor Wan-Suk Yoo

1. Basic Concepts. 1.1 What is Kinematics 1.2 Solution Methods 1.3 Choice of Coordinates 1.4 2D versus 3D. Professor Wan-Suk Yoo Lctur. Bac Conct. What Knmatc. Soluton Mthod. Choc of Coordnat.4 D vru D Profor Wan-Suk Yoo (woo@uan.ac.kr) CAElab, NRL, Puan Natonal Unvrt (htt://ca.m.uan.ac.kr) Comutr Add Knmatc b rofor W.S.Yoo, CAELab,

More information

Chapter 6 Student Lecture Notes 6-1

Chapter 6 Student Lecture Notes 6-1 Chaptr 6 Studnt Lctur Nots 6-1 Chaptr Goals QM353: Busnss Statstcs Chaptr 6 Goodnss-of-Ft Tsts and Contngncy Analyss Aftr compltng ths chaptr, you should b abl to: Us th ch-squar goodnss-of-ft tst to dtrmn

More information

FREE VIBRATION ANALYSIS OF FUNCTIONALLY GRADED BEAMS

FREE VIBRATION ANALYSIS OF FUNCTIONALLY GRADED BEAMS Journal of Appl Mathatcs an Coputatonal Mchancs, (), 9- FREE VIBRATION ANAYSIS OF FNCTIONAY GRADED BEAMS Stansław Kukla, Jowta Rychlwska Insttut of Mathatcs, Czstochowa nvrsty of Tchnology Czstochowa,

More information

The Fourier Transform

The Fourier Transform /9/ Th ourr Transform Jan Baptst Josph ourr 768-83 Effcnt Data Rprsntaton Data can b rprsntd n many ways. Advantag usng an approprat rprsntaton. Eampls: osy ponts along a ln Color spac rd/grn/blu v.s.

More information

APPLICATION OF GALERKIN FINITE ELEMENT METHOD IN THE SOLUTION OF 3D DIFFUSION IN SOLIDS

APPLICATION OF GALERKIN FINITE ELEMENT METHOD IN THE SOLUTION OF 3D DIFFUSION IN SOLIDS Cênca/Scnc APPLICATION OF GALERKIN FINITE ELEMENT METHOD IN THE SOLUTION OF D DIFFUSION IN SOLIDS E C Romão a, M D d Campos c, J A Martns b, and L F M d Moura a Unvrsdad Estadual d Campnas Faculdad d Engnhara

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

A Model of Multi-DOF Microrobot Manipulator Using Artificial Muscle

A Model of Multi-DOF Microrobot Manipulator Using Artificial Muscle st WSEAS ntrnatonal Confrnc on BOMEDCAL ELECTRONCS and BOMEDCAL NFORMATCS (BEB '8 Rhods, Grc, August -, 8 A Modl of Mult-DOF Mcrorobot Manpulator Usng Artfcal Muscl l OA, Adran ZAFU Unvrsty of tst, Elctroncs

More information

Physics of Very High Frequency (VHF) Capacitively Coupled Plasma Discharges

Physics of Very High Frequency (VHF) Capacitively Coupled Plasma Discharges Physcs of Vry Hgh Frquncy (VHF) Capactvly Coupld Plasma Dschargs Shahd Rauf, Kallol Bra, Stv Shannon, and Kn Collns Appld Matrals, Inc., Sunnyval, CA AVS 54 th Intrnatonal Symposum Sattl, WA Octobr 15-19,

More information

ST 524 NCSU - Fall 2008 One way Analysis of variance Variances not homogeneous

ST 524 NCSU - Fall 2008 One way Analysis of variance Variances not homogeneous ST 54 NCSU - Fall 008 On way Analyss of varanc Varancs not homognous On way Analyss of varanc Exampl (Yandll, 997) A plant scntst masurd th concntraton of a partcular vrus n plant sap usng ELISA (nzym-lnkd

More information

Decentralized Adaptive Control and the Possibility of Utilization of Networked Control System

Decentralized Adaptive Control and the Possibility of Utilization of Networked Control System Dcntralzd Adaptv Control and th Possblty of Utlzaton of Ntworkd Control Systm MARIÁN ÁRNÍK, JÁN MURGAŠ Slovak Unvrsty of chnology n Bratslava Faculty of Elctrcal Engnrng and Informaton chnology Insttut

More information

Ερωτήσεις και ασκησεις Κεφ. 10 (για μόρια) ΠΑΡΑΔΟΣΗ 29/11/2016. (d)

Ερωτήσεις και ασκησεις Κεφ. 10 (για μόρια) ΠΑΡΑΔΟΣΗ 29/11/2016. (d) Ερωτήσεις και ασκησεις Κεφ 0 (για μόρια ΠΑΡΑΔΟΣΗ 9//06 Th coffcnt A of th van r Waals ntracton s: (a A r r / ( r r ( (c a a a a A r r / ( r r ( a a a a A r r / ( r r a a a a A r r / ( r r 4 a a a a 0 Th

More information

The Penalty Cost Functional for the Two-Dimensional Energized Wave Equation

The Penalty Cost Functional for the Two-Dimensional Energized Wave Equation Lonardo Jornal of Scncs ISSN 583-033 Iss 9, Jly-Dcmbr 006 p. 45-5 Th Pnalty Cost Fnctonal for th Two-Dmnsonal Enrgd Wav Eqaton Vctor Onoma WAZIRI, Snday Agsts REJU Mathmatcs/Comptr Scnc dpartmnt, Fdral

More information

Phys 774: Nonlinear Spectroscopy: SHG and Raman Scattering

Phys 774: Nonlinear Spectroscopy: SHG and Raman Scattering Last Lcturs: Polaraton of Elctromagntc Wavs Phys 774: Nonlnar Spctroscopy: SHG and Scattrng Gnral consdraton of polaraton Jons Formalsm How Polarrs work Mullr matrcs Stoks paramtrs Poncar sphr Fall 7 Polaraton

More information

Lecture 08 Multiple View Geometry 2. Prof. Dr. Davide Scaramuzza

Lecture 08 Multiple View Geometry 2. Prof. Dr. Davide Scaramuzza Lctr 8 Mltpl V Gomtry Prof. Dr. Dad Scaramzza sdad@f.zh.ch Cors opcs Prncpls of mag formaton Imag fltrng Fatr dtcton Mlt- gomtry 3D Rconstrcton Rcognton Mltpl V Gomtry San Marco sqar, Vnc 4,79 mags, 4,55,57

More information

Modelling of new generation plasma optical devices

Modelling of new generation plasma optical devices NUKLEONIKA 216;61(2):27212 do: 1.1515/nuka-216-35 ORIGINAL PAPER Modllng of nw gnraton plasma optcal dvcs Irna V. Ltovko, Aly A. Goncharov, Andrw N. Dobrovolsky, Lly V. Nako, Irna V. Nako Abstract. Th

More information

Constitutive Modeling of Progressive Damage in Composite Laminates

Constitutive Modeling of Progressive Damage in Composite Laminates Consttutv Modlng of Progrssv amag n Compost Lamnats Chatanya A. nadayalu *, Adt Chattopadhyay and Xu Zhou Arzona Stat Unvrsty, Tmp, AZ 8587-606 A procdur has bn dvlopd for smulatng progrssv damag n compost

More information

Transient Response of Strain Rate Dependent Polymer Matrix Composite Laminates

Transient Response of Strain Rate Dependent Polymer Matrix Composite Laminates ransnt Rspons o tran Rat Dpndnt Polmr Matr Compost Lamnats Lna Zu * and Adt Cattopada Dpartmnt o Mcancal and Arospac Engnrng Arona tat Unvrst mp AZ 887- and Robrt K. Goldbrg atonal Aronautcs and pac Admnstraton

More information

Maneuvering Target Tracking Using Current Statistical Model Based Adaptive UKF for Wireless Sensor Network

Maneuvering Target Tracking Using Current Statistical Model Based Adaptive UKF for Wireless Sensor Network Journal of Communcatons Vol. 0, No. 8, August 05 Manuvrng argt racng Usng Currnt Statstcal Modl Basd Adaptv UKF for Wrlss Snsor Ntwor Xaojun Png,, Kuntao Yang, and Chang Lu School of Optcal and Elctronc

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

THE EFFECT OF TORSIONAL RIGIDITY BETWEEN ELEMENTS ON FREE VIBRATIONS OF A TELESCOPIC HYDRAULIC CYLINDER SUBJECTED TO EULER S LOAD

THE EFFECT OF TORSIONAL RIGIDITY BETWEEN ELEMENTS ON FREE VIBRATIONS OF A TELESCOPIC HYDRAULIC CYLINDER SUBJECTED TO EULER S LOAD Journal of Appled Mathematcs and Computatonal Mechancs 7, 6(3), 7- www.amcm.pcz.pl p-issn 99-9965 DOI:.75/jamcm.7.3. e-issn 353-588 THE EFFECT OF TORSIONAL RIGIDITY BETWEEN ELEMENTS ON FREE VIBRATIONS

More information

First looking at the scalar potential term, suppose that the displacement is given by u = φ. If one can find a scalar φ such that u = φ. u x.

First looking at the scalar potential term, suppose that the displacement is given by u = φ. If one can find a scalar φ such that u = φ. u x. 7.4 Eastodynams 7.4. Propagaton of Wavs n East Sods Whn a strss wav travs throgh a matra, t ass matra parts to dspa by. It an b shown that any vtor an b wrttn n th form φ + ra (7.4. whr φ s a saar potnta

More information

EEC 686/785 Modeling & Performance Evaluation of Computer Systems. Lecture 12

EEC 686/785 Modeling & Performance Evaluation of Computer Systems. Lecture 12 EEC 686/785 Modlng & Prformanc Evaluaton of Computr Systms Lctur Dpartmnt of Elctrcal and Computr Engnrng Clvland Stat Unvrsty wnbng@.org (basd on Dr. Ra Jan s lctur nots) Outln Rvw of lctur k r Factoral

More information

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 1, 2011

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 1, 2011 INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volum, No, Copyrght All rghts rsrvd Intgratd Publshng srvcs Rsarch artcl ISSN 9 99 An conomc comparson of Drct dsplacmnt basd Dsgn wth IS-9 Rspons

More information

Damage Indices using Energy Criterion for Seismic Evaluation of Steel Frame Buildings

Damage Indices using Energy Criterion for Seismic Evaluation of Steel Frame Buildings amag Indcs usng Enrgy Crtron for Ssmc Evaluaton of Stl Fram Buldngs Prasad Prahlad Assstant Profssor, partmnt of Cvl Engnrng, N.I.T. Jamshdpur, Jharkhand, Inda Shrkhand Mansh & Agarwal Pankaj Assocat Profssor

More information

ON THE INTEGRAL INVARIANTS OF KINEMATICALLY GENERATED RULED SURFACES *

ON THE INTEGRAL INVARIANTS OF KINEMATICALLY GENERATED RULED SURFACES * Iranan Journal of Scnc & Tchnology Transacton A ol 9 No A Prntd n Th Islamc Rpublc of Iran 5 Shraz Unvrsty ON TH INTGRAL INARIANTS OF KINMATICALLY GNRATD RULD SURFACS H B KARADAG AND S KLS Dpartmnt of

More information

APPLICABILITY OF LINEARIZED DUSTY GAS MODEL FOR MULTICOMPONENT DIFFUSION OF GAS MIXTURES IN POROUS SOLIDS. Jelena Markovi and Radovan Omorjan

APPLICABILITY OF LINEARIZED DUSTY GAS MODEL FOR MULTICOMPONENT DIFFUSION OF GAS MIXTURES IN POROUS SOLIDS. Jelena Markovi and Radovan Omorjan APTEFF, 38, 1-19 (7) UC: 66.71.6:66.11 OI:1.98/APT73875M BIBLI: 145-7188 (7) 38, 75-84 Orgnal scntfc papr APPLICABILITY OF LINEARIZE USTY GAS MOEL FOR MULTICOMPONENT IFFUSION OF GAS MIXTURES IN POROUS

More information

6 Finite element methods for the Euler Bernoulli beam problem

6 Finite element methods for the Euler Bernoulli beam problem 6 Fnt lmnt mtods for t Eulr Brnoull bam problm Rak-54.3 Numrcal Mtods n Structural Engnrng Contnts. Modllng prncpls and boundary valu problms n ngnrng scncs. Enrgy mtods and basc D fnt lmnt mtods - bars/rods

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

Outlier-tolerant parameter estimation

Outlier-tolerant parameter estimation Outlr-tolrant paramtr stmaton Baysan thods n physcs statstcs machn larnng and sgnal procssng (SS 003 Frdrch Fraundorfr fraunfr@cg.tu-graz.ac.at Computr Graphcs and Vson Graz Unvrsty of Tchnology Outln

More information

Spectral stochastic finite element analysis of structures with random field parameters under bounded-but-uncertain forces

Spectral stochastic finite element analysis of structures with random field parameters under bounded-but-uncertain forces Southrn Cross Unvrsty Publcatons@SCU 23rd Australasan Confrnc on th Mchancs of Structurs and Matrals 24 Spctral stochastc fnt lmnt analyss of structurs wth random fld paramtrs undr boundd-but-uncrtan forcs

More information

Shift Control of Power Split Continuously Variable Transmission Fan Xin1, a, *, Zhang Lanchun1, b, Zhao Jingbo1, c

Shift Control of Power Split Continuously Variable Transmission Fan Xin1, a, *, Zhang Lanchun1, b, Zhao Jingbo1, c nd Intrnatonal Confrnc on Adancs n Mchancal Engnrng and Industral Informatcs (AMEII 06 Shft Control of Powr Splt Contnuously Varabl Transmsson Fan Xn, a, *, Zhang Lanchun, b, Zhao ngbo, c School of Automobl

More information

Group Codes Define Over Dihedral Groups of Small Order

Group Codes Define Over Dihedral Groups of Small Order Malaysan Journal of Mathmatcal Scncs 7(S): 0- (0) Spcal Issu: Th rd Intrnatonal Confrnc on Cryptology & Computr Scurty 0 (CRYPTOLOGY0) MALAYSIA JOURAL OF MATHEMATICAL SCIECES Journal hompag: http://nspm.upm.du.my/ournal

More information

NMT EE 589 & UNM ME 482/582 ROBOT ENGINEERING. Dr. Stephen Bruder NMT EE 589 & UNM ME 482/582

NMT EE 589 & UNM ME 482/582 ROBOT ENGINEERING. Dr. Stephen Bruder NMT EE 589 & UNM ME 482/582 NMT EE 589 & UNM ME 48/58 ROBOT ENGINEERING Dr. Stephen Bruder NMT EE 589 & UNM ME 48/58 7. Robot Dynamcs 7.5 The Equatons of Moton Gven that we wsh to fnd the path q(t (n jont space) whch mnmzes the energy

More information

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

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

More information

Electrochemical Equilibrium Electromotive Force. Relation between chemical and electric driving forces

Electrochemical Equilibrium Electromotive Force. Relation between chemical and electric driving forces C465/865, 26-3, Lctur 7, 2 th Sp., 26 lctrochmcal qulbrum lctromotv Forc Rlaton btwn chmcal and lctrc drvng forcs lctrochmcal systm at constant T and p: consdr G Consdr lctrochmcal racton (nvolvng transfr

More information