Distortional Analysis of Thin-Walled Box Girder Structure: A Comparative Study

Size: px
Start display at page:

Download "Distortional Analysis of Thin-Walled Box Girder Structure: A Comparative Study"

Transcription

1 Jornal of Emrgng Trnds n Engnrng and Appld Scncs (JETEAS) (5): 8788 Scholarln Rsarch Insttt Jornals, (ISSN: 76) jtas.scholarlnrsarch.org Jornal of Emrgng Trnds n Engnrng and Appld Scncs (JETEAS) (5) 8788 (ISSN: 76) Dstortonal Analss of ThnWalld Box Grdr Strctr: A Comparatv Std Chdol, Chnn A., Osadb, Nmaonam N., and Agnam, Chwra H. Dpartmnt of Cvl Engnrng, Nnamd Aw Unvrst, Awa, Anambra, Stat Ngra Dpartmnt of Cvl Engnrng, Unvrst of Ngra, Nsa, Eng Stat, Ngra Corrspondng Athor: Chdol, Chnn A Abstract In ths papr th dffrntal qatons of dstortonal qlbrm for th analss of dobl smmtrc box grdr sctons, basd on Vlasov s thor of thnwalld box grdr strctrs, wr drvd and sd to valat th translatonaldstortonal dsplacmnts of a 5m span, smpl spportd rctanglar box grdr fram. B modfng Dbrows s dffrntal qaton for dstortonal analss of crvd thnwalld box strctr, th qvalnt qaton for straght thnwalld box grdr strctr was obtand and sd to valat th rotatonaldstortonal dformaton of th nmrcal std box grdr problm. Th prpos of th std was to obtan th translatonal and rotatonal componnts of a dobl smmtrc box grdr scton and to obtan a rlatonshp btwn th two dsplacmnt componnts. Th std was basd on th prms that f a mathmatcal rlatonshp btwn th translatonal and rotatonal componnts of th dstortonal dsplacmnt s stablshd, t wll wdn th scop of ndrstandng of th dstortonal bhavor of thnwalld box grdr strctrs. B comparng Vlasov s dstortonal dsplacmnts wth Dabrows.s dstortonal dsplacmnts t was fond that thr was no rlatonshp btwn th two dsplacmnt qantts. Kwords: Dstorton, translaton, rotaton, thnwalld box grdr, Dabrows s qaton, Vlasovs s thor. INTRODUCTION Dabrows (968), on th bass of statc qlbrm of thnwalld box strctr, obtand th followng qn. () for dstortonal analss of crvd thn walld box grdr strctrs. v M x m * () W A R whr, = Anglar dstorton n radans M x = Torsonal momnt abot xaxs m = Dstrbtd torsonal load pr nt lngth of grdr axs = Dca coffcnt for cross sctonal dformaton * WA = Dstortonal rgdt = Dmnsonlss shap coffcnt R = Rads of crvatr of grdr Hns (976), on th bass of Dabrows s formlaton obtand a fnt dffrnc solton for th bam on lastc fondaton qaton and gav a nmbr of crvs for qc dtrmnaton of th * WA for analss and dsgn of dstortonal proprt thnwalld box strctrs. Osadb and Mbajorg (6) obtand a forth ordr dffrntal qaton for dstortonal analss of thnwalld box grdr strctrs sng Vlasov s thor (96). Ths, v qd ( x) V ( x) V ''( x) V ( x) () EI whr, V ( x) fncton govrnng dstortonal dsplacmnt n th longtdnal drcton, = Nmrcal factors qd Dstortonal load EIw Dstortonal warpng rgdt As wll b sn latr, th xprssons for th valaton of th coffcnts for Dabrows s dffrntal qaton of qlbrm () ar qt complx and rqr xtnsv calclatons to dtrmn th paramtrs. Smlar problms ar ncontrd b sng Vlasov thor of thnwalld box strctrs. Thrfor thr s th nd to hav a dffrntal qaton of dstortonal qlbrm for thn walld box strctr whos coffcnts ar as to obtan and applcaton has a masr of as. Ths, howvr, was not th prpos of ths wor. Th prpos of th std was to obtan th translatonal and rotatonal componnts of a dobl smmtrc box grdr scton and to obtan a rlatonshp btwn th two dsplacmnt componnts. w 87

2 Jornal of Emrgng Trnds n Engnrng and Appld Scncs (JETEAS) (5) 8788 (ISSN: 76) Th dffrntal qaton for dstortonal analss of thnwalld dobl smmtrc (rctanglar) box grdr strctr was drvd sng Vlasov s thor. Also, Dabrows s qaton for dstortonal analss of crvd thn walld box grdr strctr basd on statc qlbrm was modfd to obtan th qvalnt qaton for straght grdrs. Nmrcal std was carrd ot sng th drvd qaton and th modfd Dabrows s qaton to obtan dstortonal dformatons of a smpl spportd, sngl cll rctanglar box grdr strctr. It shold b notd that Vlasov s approach dals wth lnar dsplacmnts whl that of Dabrows dals wth anglar dsplacmnts. Th rslts obtand from th two approachs wr xamnd to s f thr was an (mathmatcal) rlatonshp btwn th two dsplacmnt qantts. FORMULATION OF DIFFERENTIAL EQUATIONS OF EQUILIBRIUM FOR DOUBLY SYMMETRIC SECTIONS Gnral Exprsson for Dffrntal Eqatons of Eqlbrm Th gnral xprssons for th dffrntal qatons of dstortonal qlbrm for box grdrs drvd b Chdol () basd on Vlasov s thor ar gvn b; m m n a U ''( x) b U ( x) c V '( x) (a) j j j c h U '( x ) r h V ''( x ) shv ( x) / G q h (b) whr, qh dstortonal load pr nt wdth of grdr U ( x) dstortonal dsplacmnt n longtdnal drcton. V ( x) dstortonal dsplacmnt n transvrs drcton. a j, b j, c j, c h, r h, s h ar Vlasov s coffcnts for th dffrntal qatons of qlbrm and ar xprssd as follows; a a (a) j j j b b ' ' (b) j j j cj c j ' j (c) ch ch ' (d) rh rh h ; () sh sh (/ E) M ( s ) M h( s ) / EI ds (f) (5) whr, and = lmntar dsplacmnts of th strp fram, rspctvl ot of th plan (m dsplacmnts) and n th plan (n dsplacmnts). ', j ' ar th drvatvs of and j rspctvl. M s th transvrs dstortonal bndng momnt d to dstortonal load. A = th cross sctonal ara of box fram and E s th modls of lastct. Stran Mods Dagrams for Comptaton of Vlasov s Coffcnts Fg. (a) shows th dmnsons of a sngl cll dobl smmtrc box grdr scton sd for nmrcal std. Fgs. (b) to (h) ar th gnrald stran mod dagrams for th fram. (Fg.c) s a proprt of th cross scton obtand b plottng th dsplacmnt of th mmbrs of th cross scton whn th vrtcal () axs s rotatd throgh a nt radan. Smlarl, (Fg.) s a proprt of th cross scton obtand b plottng th dsplacmnt of th mmbrs of th cross scton whn th horontal () axs s rotatd trogh a nt radan. Th warpng fncton (Fg. g), of th bam cross scton s obtand as dtald n ltratrs: Ratch (978), Chdol and Osadb (), Osadb and Chdol (). and ar nplan dsplacmnts of th cross scton n x and x plans rspctvl whl s th dstorton dagram for th cross scton. (Fg.b), s th dsplacmnt dagram of th grdr cross scton whn th fram s rotatd on radan n sa, a clocws drcton abot th cntrodal axs. Ths, s drctl proportonal to th prpndclar dstanc (rads of rotaton) from th cntrodal axs to th mmbrs of th cross scton. In an npblshd wor, Osadb has shown that nplan dsplacmnt qantts, and ar th sam as th drctvs of thr corrspondng ot of plan dsplacmnts. Consqntl,, and ar obtand b nmrcal dffrntaton of,, and dagrams rspctvl. Vlasov s coffcnts, qn. (5) wr valatd sng th stran mods dagrams, Fgs. and, on th bass of Morh s ntgral for dsplacmnt comptaton. m 7.m mm (a) Sngl cll doblsmmtrc scton mm ψ (b) Rotaton dagram.6 875

3 Jornal of Emrgng Trnds n Engnrng and Appld Scncs (JETEAS) (5) 8788 (ISSN: 76) Th (s) (c) Longtdnal stran mod (d) Transvrs stran dagram (bndng abot mod n drcton axs).6. s Coffcnts h Th coffcnt s h () Longtdnal stran mod dagram ( bndng abot axs)..8ei.8ei =ω M (g) Warpng Fncton.. M (S).8 ' =ψ ' =, gvn b qn. (5f), dpnd on th bndng dformaton of th strp charactrd b M (for =,,, ). To compt th coffcnts w nd to constrct th dagram of th bndng momnts d to th stran mods,. (f) Transvrs stran mod n drcton ' = (h) Dstorton dagram Fg. Gnrald stran mods for sngl cll dobl smmtrc scton.8ei Fg. Bndng momnt dagram d to dstorton of sngl cll dobl smmtrc scton.8ei ,, and,. Incdntall,, and stran mods do not gnrat dstortonal bndng momnt as th nvolv pr bndng and pr rotaton. Onl stran mod gnrats dstortonal bndng momnt whch can b valatd sng th dstorton dagram Fg. (h). Consqntl th rlvant xprsson for th coffcnt bcoms M M s s h h (6) E s EI s whr M ( s ) s th dstortonal bndng momnt of th cross scton. Th procdr for valaton of dstortonal bndng momnt s avalabl n ltratrs [5], [6]. Th bndng momnt dagram for dstorton of sngl cll dobl smmtrc fram of Fg. (a) s shown n Fg.. Dstortonal Eqlbrm Eqaton In ths scton, spcfc xprssons for dffrntal qatons of dstortonal qlbrm ar obtand for th dobl smmtrc box grdr strctr sng qns (a) and (b). Th rlvant coffcnts for flxral dstortonal qlbrm for dobl smmtrc sctons ar a b c r b and r. All othr,,,,,, c, s ntractng coffcnts; a, b, c, r, ar ro bcas of smmtr n major and mnor axs drctons. Sbstttng ths rlvant coffcnts nto th matrx form of qns (a) and (b) w obtan '' U U '' a U b U a '' U b U ' V ' V _ c ' (7a) c V ' V and ' U V c ' V U c ' U s + V V '' V '' q r V q r '' (7b) V G q '' V q 876

4 Jornal of Emrgng Trnds n Engnrng and Appld Scncs (JETEAS) (5) 8788 (ISSN: 76) Expandng th abov matrx qatons w obtan a U '' b U c V ' (a) a U '' b U c V ' (b) c U ' r V '' q G (c) / c U ' r V '' s V q G (d) (8) / Smplfng b lmnaton of U, U and thr drvatvs w obtan; v / V q a E (9) v '' V V V K () whr, s / r, / s a and K q / Ea Eqns (9) and () ar not copld wth rspct to V and V sgnfng that dstortonal dformaton V s ndpndnt of mnor axs flxral dformaton,v. Hnc th two qatons can b solvd ndpndntl. Eqn. () s th dffrntal qaton of qlbrm for dstortonal analss of sngl cll dobl smmtrc box grdr profls basd on Vlasov s thor. Dabrows s Formlaton Th dstorton of a box grdr scton, as dvlopd b Dabrows [], as shown n Fg.(b), s gvn b qaton () v M x m * () WA R whr K () * WA * Ea b Av A WA 8 () A / a A v A Av () EI K v b (5) a b I I Iv / / ( I I ) / Iv 6 b / a II / Iv I I v v I (6) (7) (8) (9) / () 7o Ao bo b v I x Ix () bv R R o () 5 Ix Io I / Iv 6 b/ aioi / I v R a b I / Iv () R a b Io / Iv () A a (5) Av bv (6) A a (7) Th paramtrs n th abov xprssons ar rfrncd to Fgr and th followng. = Anglar dstorton, radans = Anglar ordnat of cross scton K = Fram stffnss,, = Dmnsonlss cross sctonal paramtrs for dformaton of a rctanglar scton Io, Iv, I = Plat stffnss vals for top flang, a vrtcal wb lmnt and th bottom flang, rspctvl Ao, Av, A = Ara of top flang, a vrtcal wb lmnt and th bottom flang, rspctvl. = posson s rato a, b,,,,, v, and ar cross sctonal dmnsons gvn n Fg.. o v o a Fg. (a) Box grdr dmnsons x v Fg. (b) Dabrows s Modl of Dstortd box scton showng rotatonal dsplacmnt b 877

5 Jornal of Emrgng Trnds n Engnrng and Appld Scncs (JETEAS) (5) 8788 (ISSN: 76) For a straght grdr th rads of crvatr R =, and qn. () gvs; m( x) v ( x ) ( x ) WA (8) Eqn. (8) s Dabrows s dffrntal qaton for dstorton of straght grdrs of rctanglar profl wth or wthot flang ovrhang. From qn.() w hav / WA * Sbstttng n qn.(8) gvs; v ( x ) / WA * ( x ) m ( x ) / WA * (9) A comparson of rght hand sds of Dabrows s modfd qn.(6) and Vlasov s qn.() shows that, Ea b Av A WA* EI w 8 Thrfor, WA* EI w / Usng th dmnsons n Fg.(a) w obtan th Vlasov s warpng rgdt as follows. a b a b Iw a b v A Av EI Ea b WA* w A Av 8 (Vlasov) () Ea b A A Bt v WA * (Dabrows) () 8 For a box wth no flang ovrhang =, and from qn. () w obtan; A Av () A Av For nform thcnss of top and bottom flangs, and Ao A.. Sbstttng n qn () gvs; Ea b WA* Av A 96 (Dabrows) () From qns. () and (), w obsrv that Vlasovs warpng rgdt s twc as mch as Dabrows s dstortonal rgdt for a dobl smmtrc scton wth nform flang thcnss. Dstortonal Analss: Nmrcal Std W consdr a smpl spportd m span box grdr strctr wth cross scton shown n Fg. (a). Th dstortonal componnt of th appld torsonal load comptd sng AASHTOLRFD (998) spcfcatons was 6.5KN. Vlasov s Mthod Th govrnng qaton for dstortonal analss s v '' qn. (),.., V V V K () Bondar condtons: V () V ( L) ; V ''() V ''() Th rlvant coffcnts obtand b dagram mltplcaton sng Eqn. (5) and Fgs. and ar; a 6.7; c.76 ; 9 Tang E * N / m ;.5 q 6.5KN, w obtan;.58* K.86 * 6 s.6 * 7.*, Sbstttng nto qn. () w obtan v 6 V 7.* V ''.58* V.86* (5) Solvng qn. (5) and applng th bondar condtons w obtan;.58 * Snh xcos x Cosh xcos x (6) V ( x)..56 * Cosh xsn x whr,.8radan ;.78radan Dabrows s Mthod Dabrows s dffrntal qaton for dstortonal analss of rctanglar profls s gvn b qn.(7). v ( x ) / WA * ( x ) m ( x ) / WA * (7) Th paramtrs for qn. (7) wr valatd wth rfrnc to Fgs.(a) and (a), sng qns () to (7). Ths, a = 7.m, b =.9m, =.m,.m, v.m A A.m ; I Av.58m x 6.55m, Io Iv I 7.* m.8,.59 ; ;. K.79 * E ; WA* 8.99E ;.5 (for concrt) From qn () w obtan;.8* (8) Sbstttng ths paramtrs nto qn.(7) whl tang m = 6.5KN, w obtan; v 6 ( x ).8* ( x ).59 * (9) Eqaton (9) s Dabrows s dffrntal qaton for dstorton of box grdr Fg. (a). Solvng qn. (9) b mthod of gomtrc srs wth acclratd convrgnc w obtan; ( x) 6.96* Sn( x / 5) () 878

6 Jornal of Emrgng Trnds n Engnrng and Appld Scncs (JETEAS) (5) 8788 (ISSN: 76) DISCUSSION OF RESULTS.58 * V ( x)..56 * Cosh xsn x whr Snh xcos x Cosh xcos x.8 radan ;.78 radan () ( x) 6.96* Sn x /5 () Eqatons () and () ar th soltons to th dstortonal qatons of qlbrm () and (7). Th xprss th dformaton of th 5m smpl spportd box grdr Fg. (a), accordng to Vlasov s thor and Dabrows s statc qlbrm approachs, rspctvl. Dstortonal Dsplacmnt (mm) Dstanc Along th Lngth of th Grdr (m) Tabl shows th comptaton of th dstortonal dsplacmnts (Vlasov s translatonal dsplacmnts and Dabrows s rotatonal dsplacmnts) whch ar graphcall prsntd n Fgs. (a) and (b) rspctvl. It was notd n scton. that Vlasov s warpng rgdt was twc as mch as Dabrows s dstortonal rgdt. Howvr, whl Vlasov s dsplacmnt fncton V, s a lnar masr, that of Dabrows s anglar masr. It thrfor follows that a box grdr strctr has dstortonaltranslatonal rgdt twc as mch as ts dstortonalrotatonal rgdt. Th maxmm (mdspan) dstortonaltranslatonal dsplacmnt for th box grdr nmrcal xampl was 6.88mm whl th maxmm dstortonalrotatonal dsplacmnt was 6.96 radans. As can b sn from Fg. (b), dstorton altrs th gomtr of th box grdr cross scton, mang t dffclt to obtan a rlatonshp btwn dstortonaltranslatonal dsplacmnt and dstortonalrotatonal dsplacmnt of th box grdr scton. Consqntl, Vlasov s dstortonaltranslatonal dsplacmnt has no rlatonshp wth Dabrows s dstortonalrotatonal dsplacmnt. Tabl : Dstortonal dsplacmnts Dstanc (x) from Lft Spport (m) Lnar dsplacmnts accordng to Vlasov s thnwalld thor V (x) x (m) Anglar dsplacmnts accordng to Dabrows s statc thor γ( x) x (radans) Dstortonal Dsplacmnt (x. radans) Fg. (a): Varaton of Vlasov s Dstortonal Dsplacmnt along th grdr Dstanc Along th Lngth of th Grdr (m) Fg. 5(a): Varaton of Dabrows s Dsplacmnts along th grdr V 6.88mm 6.96rad V 6.88mm Fg. (b) Vlasov s gnrald contor dformaton of th rctanglar cross scton showng translatonal dsplacmnt at mdspan Dstortonal 879 Fg. 5(b) Dabrows s modl of dstortd box grdr scton showng rotatonal dsplacmnt at mdspan

7 Jornal of Emrgng Trnds n Engnrng and Appld Scncs (JETEAS) (5) 8788 (ISSN: 76) CONCLUSION Eqatons () and (7) ar th drvd dffrntal qatons for dstortonaltranslatonal and dstortonalrotatonal dsplacmnt analss, rspctvl, of a dobl smmtrc box grdr strctr. Dstorton altrs th gomtr of th box grdr cross scton mang t dffclt to obtan a rlatonshp btwn dstortonaltranslatonal dsplacmnt and dstortonalrotatonal dsplacmnt. Howvr, t was ascrtand that a box grdr strctr has dstortonaltranslatonal rgdt twc as mch as ts dstortonal rotatonal rgdt. REFERENCES Amrcan Assocaton of Stat Hghwa and Transportaton Offcals (AASHTO), 998, Load and Rsstanc Factor Dsgn, LRFD, brdg dsgn Spcfcatons, Washngton, D.C. Chdol, C.A.,, Torsonaldstortonal analss of thnwalld box grdr strctrs sng Vlasov s thor, Ph.D. thss, Unvrst of Ngra Nsa Chdol, C.A., and Osadb, N.N.,, Flxraltorsonal bhavor of thnwalld mono smmtrc box grdr strctrs, Intrnatonal Jornal of Engnrng Scncs and Emrgng Tchnologs, : (9) Dabrows, R., 968, Crvd thnwalld grdrs Translatoon No., Cmnt and Concrt Assocaton, London. Hns, C.P., 976, Bndng and torson dsgn n strctral mmbrs, Lxnton Boos, Massachstts. Osadb, N.N., and Mbajorg, M.S.W., 6, Dstortonalanalss of thnwalld box grdrs, Ngran Jornal of Tchnolog, 5: (65). Osadb, N.N., and Chdol, C.A.,, Torsonaldstortonal rspons of thnwalld mono smmtrc box grdr strctrs, Intrnatonal Jornal of Engnrng and Applcaton, : (88). Rach. V.G., 978, Statc thor of thn walld spac strctrs, Mr Pblshrs, Moscow Vlasov, V.Z., 96, Thn walld lastc bams, nd Ed., Natonal Scnc Fondaton, Washngton, D.C. 88

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

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

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

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

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

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

Math 656 March 10, 2011 Midterm Examination Solutions

Math 656 March 10, 2011 Midterm Examination Solutions Math 656 March 0, 0 Mdtrm Eamnaton Soltons (4pts Dr th prsson for snh (arcsnh sng th dfnton of snh w n trms of ponntals, and s t to fnd all als of snh (. Plot ths als as ponts n th compl plan. Mak sr or

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

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

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

Numerical solutions of fuzzy partial differential equations and its applications in computational mechanics. Andrzej Pownuk1

Numerical solutions of fuzzy partial differential equations and its applications in computational mechanics. Andrzej Pownuk1 mrcal soltons of fzzy partal dffrntal qatons and ts applcatons n comptatonal mcancs Abstract Andrz Pownk Car of Tortcal Mcancs Dpartmnt of Cvl Engnrng Slsan Unvrsty of Tcnology Calclaton of t solton of

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

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

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

The Finite Element Method. Jerzy Podgórski

The Finite Element Method. Jerzy Podgórski Th Fnt Elmnt Mthod Jr Podgórs Novmbr 8 Introdcton Ths boo dals wth th s of th fnt lmnt mthod (FEM s an abbrvaton for th Fnt Elmnts Mthod or FEA for Fnt Elmnts Analss) to solv lnar problms of sold mchancs.

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

Nonlinear Behavior of Pile-Soil Subjected to Torsion due to Environmental Loads on Jacket Type Platforms

Nonlinear Behavior of Pile-Soil Subjected to Torsion due to Environmental Loads on Jacket Type Platforms WSEAS ANSACIONS on FLUID MECHANICS Nonlnar Bhavor of Pl-Sol Sbjctd to orson d to Envronmntal Loads on Jackt yp Platforms M.. EMAMI AZADI, Assstant Profssor, Dpartmnt of Cvl Eng., Azarbajan.M. Unvrsty,

More information

ANALYTICITY THEOREM FOR FRACTIONAL LAPLACE TRANSFORM

ANALYTICITY THEOREM FOR FRACTIONAL LAPLACE TRANSFORM Sc. Rs. hm. ommn.: (3, 0, 77-8 ISSN 77-669 ANALYTIITY THEOREM FOR FRATIONAL LAPLAE TRANSFORM P. R. DESHMUH * and A. S. GUDADHE a Prof. Ram Mgh Insttt of Tchnology & Rsarch, Badnra, AMRAVATI (M.S. INDIA

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

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

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

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

Modeling of the Through-the-Thickness Electric Potentials of a Piezoelectric Bimorph Using the Spectral Element Method

Modeling of the Through-the-Thickness Electric Potentials of a Piezoelectric Bimorph Using the Spectral Element Method Snsors 214, 14, 3477-3492; do:1.339/s1423477 Artcl OPEN ACCESS snsors ISSN 1424-822 www.mdp.com/jornal/snsors Modlng of th hrogh-th-hcknss Elctrc Potntals of a Pzolctrc Bmorph Usng th Spctral Elmnt Mthod

More information

LARGE DISPLACEMENT ANALYSIS OF SLENDER ARCHES

LARGE DISPLACEMENT ANALYSIS OF SLENDER ARCHES Arch Brdg ARCH P. Roca and E. Oñat Ed CIMNE, Barclona, LARGE DISPLACEMEN ANALSIS OF SLENDER ARCHES M. Arc * and M. F. Granata * * Unvrtà dgl Std d Palrmo Dpartmnto d Inggnra Strttral Gotcnca Val dll Scnz

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

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

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

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

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

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

Stretching and bending deformations due to normal and shear tractions of doubly curved shells using third-order shear and normal deformable theory

Stretching and bending deformations due to normal and shear tractions of doubly curved shells using third-order shear and normal deformable theory MECHANICS OF ADVANCED MATERIALS AND STRUCTURES 2016,VOL.0,NO.0,1 20 http://dx.do.org/10.1080/15376494.2016.1194505 ORIGINAL ARTICLE Strtchng and bndng dformatons du to normal and shar tractons of doubly

More information

Fourier Transform: Overview. The Fourier Transform. Why Fourier Transform? What is FT? FT of a pulse function. FT maps a function to its frequencies

Fourier Transform: Overview. The Fourier Transform. Why Fourier Transform? What is FT? FT of a pulse function. FT maps a function to its frequencies .5.3..9.7.5.3. -. -.3 -.5.8.6.4. -. -.4 -.6 -.8 -. 8. 6. 4. -. -. 4 -. 6 -. 8 -.8.6.4. -. -.4 -.6 -.8 - orr Transform: Ovrvw Th orr Transform Wh T s sfl D T, DT, D DT T proprts Lnar ltrs Wh orr Transform?

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

EXTENDED MULTISCALE FINITE ELEMENT METHOD FOR GEOMETRICALLY NONLINEAR ANALYSIS OF THIN COMPOSITE PLATES ON BENDING PROBLEMS

EXTENDED MULTISCALE FINITE ELEMENT METHOD FOR GEOMETRICALLY NONLINEAR ANALYSIS OF THIN COMPOSITE PLATES ON BENDING PROBLEMS 21 st Intrnatonal Confrnc on Compost Matrals X an, 20-25 th August 2017 XTNDD MULTISCAL FINIT LMNT MTHOD FOR GOMTRICALLY NONLINAR ANALYSIS OF THIN COMPOSIT PLATS ON BNDING PROBLMS Mngfa Rn 1, J Cong 1

More information

Study of Dynamic Aperture for PETRA III Ring K. Balewski, W. Brefeld, W. Decking, Y. Li DESY

Study of Dynamic Aperture for PETRA III Ring K. Balewski, W. Brefeld, W. Decking, Y. Li DESY Stud of Dnamc Aprtur for PETRA III Rng K. Balws, W. Brfld, W. Dcng, Y. L DESY FLS6 Hamburg PETRA III Yong-Jun L t al. Ovrvw Introducton Dnamcs of dampng wgglrs hoc of machn tuns, and optmzaton of stupol

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

Guo, James C.Y. (1998). "Overland Flow on a Pervious Surface," IWRA International J. of Water, Vol 23, No 2, June.

Guo, James C.Y. (1998). Overland Flow on a Pervious Surface, IWRA International J. of Water, Vol 23, No 2, June. Guo, Jams C.Y. (006). Knmatc Wav Unt Hyrograph for Storm Watr Prctons, Vol 3, No. 4, ASCE J. of Irrgaton an Dranag Engnrng, July/August. Guo, Jams C.Y. (998). "Ovrlan Flow on a Prvous Surfac," IWRA Intrnatonal

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

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

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

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

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

Lecture 4 BLUP Breeding Values

Lecture 4 BLUP Breeding Values Lctr 4 BLUP Brdng Vals Glhrm J. M. Rosa Unvrsty of Wsconsn-Madson Mxd Modls n Qanttatv Gntcs SISG, Sattl 8 Sptmbr 8 Lnar Mxd Effcts Modl y = Xβ + + rsponss ncdnc matrcs fxd ffcts random ffcts rsdals G

More information

Applcaton o paralll rson two-dmnsonal ast Forr transorm alorthm analo o th Cool-Tk alorthm or dtal ma procssn o satllt data Mkhal osko * Valr Ttatchko Mkhal Lapchk Marna Ralna and Tatana Yamskkh Sbran

More information

Basic Electrical Engineering for Welding [ ] --- Introduction ---

Basic Electrical Engineering for Welding [ ] --- Introduction --- Basc Elctrcal Engnrng for Wldng [] --- Introducton --- akayosh OHJI Profssor Ertus, Osaka Unrsty Dr. of Engnrng VIUAL WELD CO.,LD t-ohj@alc.co.jp OK 15 Ex. Basc A.C. crcut h fgurs n A-group show thr typcal

More information

TRANSIENT RESPONSE OF A THREE LAYER SANDWICH PLATE WITH ELECTRORHEOLOGICAL CORE AND ORTHOTROPIC FACES

TRANSIENT RESPONSE OF A THREE LAYER SANDWICH PLATE WITH ELECTRORHEOLOGICAL CORE AND ORTHOTROPIC FACES RANSIEN RESPONSE OF A HREE LAYER SANDWICH PLAE WIH ELECRORHEOLOGICAL CORE AND ORHOROPIC FACES Jall Rapaand and Lotfolla Palaan Dpartmnt of Mcancal Engnrng Frdos Unrst of Masad Iran jrap@frdos.m.ac.r ABSRAC

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

Research Note NONLINEAR ANALYSIS OF SEMI-RIGID FRAMES WITH RIGID END SECTIONS * S. SEREN AKAVCI **

Research Note NONLINEAR ANALYSIS OF SEMI-RIGID FRAMES WITH RIGID END SECTIONS * S. SEREN AKAVCI ** Iranan Jornal of Scence & Technology, Transacton, Engneerng, Vol., No., pp 7-7 rnted n The Islamc Repblc of Iran, 7 Shraz Unversty Research Note NONLINER NLYSIS OF SEMI-RIGID FRMES WIT RIGID END SECTIONS

More information

VISUALIZATION OF DIFFERENTIAL GEOMETRY UDC 514.7(045) : : Eberhard Malkowsky 1, Vesna Veličković 2

VISUALIZATION OF DIFFERENTIAL GEOMETRY UDC 514.7(045) : : Eberhard Malkowsky 1, Vesna Veličković 2 FACTA UNIVERSITATIS Srs: Mchancs, Automatc Control Robotcs Vol.3, N o, 00, pp. 7-33 VISUALIZATION OF DIFFERENTIAL GEOMETRY UDC 54.7(045)54.75.6:59.688:59.673 Ebrhard Malkowsky, Vsna Vlčkovć Dpartmnt 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

Folding of Regular CW-Complexes

Folding of Regular CW-Complexes Ald Mathmatcal Scncs, Vol. 6,, no. 83, 437-446 Foldng of Rgular CW-Comlxs E. M. El-Kholy and S N. Daoud,3. Dartmnt of Mathmatcs, Faculty of Scnc Tanta Unvrsty,Tanta,Egyt. Dartmnt of Mathmatcs, Faculty

More information

A C 1 Beam Element Based on Overhauser Interpolation

A C 1 Beam Element Based on Overhauser Interpolation 9 A C Bam Elmnt Basd on Ovrhausr Intrpolaton Abstract A nw C lmnt s proposd to modl Eulr-Brnoull bams n on and two-dmnsonal problms. Th proposd formulaton assurs C contnuty rqurmnt wthout th us of rotatonal

More information

BAR & TRUSS FINITE ELEMENT. Direct Stiffness Method

BAR & TRUSS FINITE ELEMENT. Direct Stiffness Method BAR & TRUSS FINITE ELEMENT Drect Stness Method FINITE ELEMENT ANALYSIS AND APPLICATIONS INTRODUCTION TO FINITE ELEMENT METHOD What s the nte element method (FEM)? A technqe or obtanng approxmate soltons

More information

COMPUTATIONAL MECHANICS (2º cycle, Master of Science Degree)

COMPUTATIONAL MECHANICS (2º cycle, Master of Science Degree) ECURE (CU) COMPUAIOA MECHAICS (º ccl, Mastr of Scnc Dgr) Palo Ploto Appld Mchancs Dpartmnt Schoolof of chnologand Managmnt Poltchnc Insttt of Braganza CURRICUAR UI SYABUS Sbct: Comptatonal Mchancs. Cors

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

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

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

Fundamentals of Continuum Mechanics. Seoul National University Graphics & Media Lab

Fundamentals of Continuum Mechanics. Seoul National University Graphics & Media Lab Fndmntls of Contnm Mchncs Sol Ntonl Unvrsty Grphcs & Md Lb Th Rodmp of Contnm Mchncs Strss Trnsformton Strn Trnsformton Strss Tnsor Strn T + T ++ T Strss-Strn Rltonshp Strn Enrgy FEM Formlton Lt s Stdy

More information

Analytical Modeling and Equivalent Electromechanical Loading Techniques for Adaptive Laminated Piezoelectric Structures

Analytical Modeling and Equivalent Electromechanical Loading Techniques for Adaptive Laminated Piezoelectric Structures Analtcal Mdlng and Eqvalnt Elctrmchancal Ladng Tchnqs fr Adaptv Lamnatd Plctrc Strctrs b Clatn L. Smth Thss sbmttd t th faclt f th Vrgna Pltchnc Insttt and Stat Unvrst n partal flfllmnt f th rqrmnts fr

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

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

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

AE/ME 339. K. M. Isaac. 8/31/2004 topic4: Implicit method, Stability, ADI method. Computational Fluid Dynamics (AE/ME 339) MAEEM Dept.

AE/ME 339. K. M. Isaac. 8/31/2004 topic4: Implicit method, Stability, ADI method. Computational Fluid Dynamics (AE/ME 339) MAEEM Dept. AE/ME 339 Comptatonal Fld Dynamcs (CFD) Comptatonal Fld Dynamcs (AE/ME 339) Implct form of dfference eqaton In the prevos explct method, the solton at tme level n,,n, depended only on the known vales of,

More information

THE APPLICATION OF THE BOUNDARY ELEMENT METHOD TO SOLVE VISCOUS FLOW PROBLEMS BASED ON PRIMITIVE VARIABLES FORMULATION

THE APPLICATION OF THE BOUNDARY ELEMENT METHOD TO SOLVE VISCOUS FLOW PROBLEMS BASED ON PRIMITIVE VARIABLES FORMULATION TE APPCATON OF TE BOUNARY EEMENT METO TO SOVE VSCOUS FO PROBEMS BASE ON PRMTVE VARABES FORMUATON M. F. C.. Santos UNESP - Facldad d Engnhara d aratngtá A. r. Arbrto Prra da Cnha, 333.56-40 - aratngtá -

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

COMPLEX NUMBERS AND ELEMENTARY FUNCTIONS OF COMPLEX VARIABLES

COMPLEX NUMBERS AND ELEMENTARY FUNCTIONS OF COMPLEX VARIABLES COMPLEX NUMBERS AND ELEMENTARY FUNCTIONS OF COMPLEX VARIABLES DEFINITION OF A COMPLEX NUMBER: A umbr of th form, whr = (, ad & ar ral umbrs s calld a compl umbr Th ral umbr, s calld ral part of whl s calld

More information

Lucas Test is based on Euler s theorem which states that if n is any integer and a is coprime to n, then a φ(n) 1modn.

Lucas Test is based on Euler s theorem which states that if n is any integer and a is coprime to n, then a φ(n) 1modn. Modul 10 Addtonal Topcs 10.1 Lctur 1 Prambl: Dtrmnng whthr a gvn ntgr s prm or compost s known as prmalty tstng. Thr ar prmalty tsts whch mrly tll us whthr a gvn ntgr s prm or not, wthout gvng us th factors

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

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

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

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

A FINITE ELEMENT MODEL FOR COMPOSITE BEAMS WITH PIEZOELECTRIC LAYERS USING A SINUS MODEL

A FINITE ELEMENT MODEL FOR COMPOSITE BEAMS WITH PIEZOELECTRIC LAYERS USING A SINUS MODEL A FINIE ELEMEN MODEL FOR COMPOSIE BEAMS WIH PIEZOELECRIC LAYERS USING A SINUS MODEL S.B. Bhsht-Aval * M. Lzgy-Nazargah ** Dpartmnt of Cvl Engnrng Khajh Nasr oos Unvrsty of hnology (KNU) hran, Iran ABSRAC

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

Phy213: General Physics III 4/10/2008 Chapter 22 Worksheet 1. d = 0.1 m

Phy213: General Physics III 4/10/2008 Chapter 22 Worksheet 1. d = 0.1 m hy3: Gnral hyscs III 4/0/008 haptr Worksht lctrc Flds: onsdr a fxd pont charg of 0 µ (q ) q = 0 µ d = 0 a What s th agntud and drcton of th lctrc fld at a pont, a dstanc of 0? q = = 8x0 ˆ o d ˆ 6 N ( )

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

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

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

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

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

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

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

REVIEW Lecture 14: Elliptic PDEs, Continued. Parabolic PDEs and Stability

REVIEW Lecture 14: Elliptic PDEs, Continued. Parabolic PDEs and Stability 9 Nmrcal Fld Mchancs prng 015 Lctr 15 REIEW Lctr 14: Ellptc PDEs, Contnd Eampls, Hghr ordr fnt dffrncs Irrglar bondars: Drchlt and on Nmann BCs Intrnal bondars Parabolc PDEs and tablty Eplct schms (1D-spac

More information

Heating of a solid cylinder immersed in an insulated bath. Thermal diffusivity and heat capacity experimental evaluation.

Heating of a solid cylinder immersed in an insulated bath. Thermal diffusivity and heat capacity experimental evaluation. Hatng of a sold cylndr mmrsd n an nsulatd bath. Thrmal dffusvty and hat capacty xprmntal valuaton. Žtný R., CTU FE Dpartmnt of Procss Engnrng, arch. Introducton Th problm as ntatd by th follong E-mal from

More information

NATURAL VIBRATION ANALYSIS OF CONTINUOUS HORIZONTALLY CURVED GIRDER BRIDGES USING DQEM *

NATURAL VIBRATION ANALYSIS OF CONTINUOUS HORIZONTALLY CURVED GIRDER BRIDGES USING DQEM * Th 4 th World Confrnc on Earthquak Engnrng Octobr -7, 008, Bng, Chna TURL VIBRTIO LYSIS OF COTIUOUS HORIZOTLLY CURVED GIRDER BRIDGES USIG DQEM * LI Hongng, WG Tong and WEI Shuangk 3 Profssor, Collg of

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 Novel Finite Volume Scheme with Geometric Average Method for Radiative Heat Transfer Problems *

A Novel Finite Volume Scheme with Geometric Average Method for Radiative Heat Transfer Problems * Appld Physcs Frontr Novmbr 013 Volum 1 Issu 4 PP.3-44 A Novl Fnt Volum Schm wth Gomtrc Avrag Mthod for Radatv Hat Transfr Problms * Cunyun N 1 Hayuan Yu 1. Dpartmnt of Mathmatcs and Physcs Hunan Insttuton

More information

ARCH DAM OPTIMIZATION CONSIDERING FLUID-STRUCTURE INTERACTION WITH FREQUENCY CONSTRAINTS USING ARTIFICIAL INTELLIGENCE METHODS

ARCH DAM OPTIMIZATION CONSIDERING FLUID-STRUCTURE INTERACTION WITH FREQUENCY CONSTRAINTS USING ARTIFICIAL INTELLIGENCE METHODS Th 4 th World Confrnc on Earthqak Engnrng Octobr -7, 008, Bjng, Chna ARCH DAM OPTIMIZATION CONSIDERING FLUID-STRUCTURE INTERACTION WITH FREQUENCY CONSTRAINTS USING ARTIFICIAL INTELLIGENCE METHODS J. Salajghh,

More information

Robust Small Area Estimation Using Penalized Spline Mixed Models

Robust Small Area Estimation Using Penalized Spline Mixed Models Scton on Sry Rsarch thods JS 9 Robst Small Ara Estmaton Usng Pnalzd Spln xd odls J. N.. Rao, S.. Snha and. Ronossadat School of athmatcs and Statstcs, Carlton Unrsty, Ottawa, Canada S 5B6 Abstract Small

More information

Influence of Fiber Orientation on the Natural Frequencies of Laminated Composite Beams

Influence of Fiber Orientation on the Natural Frequencies of Laminated Composite Beams Intrnatonal Journal of Engnrng Rsarch And Advancd Tchnology (IJERAT) DOI: http://d.do.org/.74/ijerat.7.5 E-ISS : 454-65 Vol. (9) Sp -7 Influnc of Fbr Orntaton on th atural Fruncs of Lamnatd Compost Bams

More information

CHAPTER 33: PARTICLE PHYSICS

CHAPTER 33: PARTICLE PHYSICS Collg Physcs Studnt s Manual Chaptr 33 CHAPTER 33: PARTICLE PHYSICS 33. THE FOUR BASIC FORCES 4. (a) Fnd th rato of th strngths of th wak and lctromagntc forcs undr ordnary crcumstancs. (b) What dos that

More information

Polytropic Process. A polytropic process is a quasiequilibrium process described by

Polytropic Process. A polytropic process is a quasiequilibrium process described by Polytropc Procss A polytropc procss s a quasqulbrum procss dscrbd by pv n = constant (Eq. 3.5 Th xponnt, n, may tak on any valu from to dpndng on th partcular procss. For any gas (or lqud, whn n = 0, th

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

Review - Probabilistic Classification

Review - Probabilistic Classification Mmoral Unvrsty of wfoundland Pattrn Rcognton Lctur 8 May 5, 6 http://www.ngr.mun.ca/~charlsr Offc Hours: Tusdays Thursdays 8:3-9:3 PM E- (untl furthr notc) Gvn lablld sampls { ɛc,,,..., } {. Estmat Rvw

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

Probabilistic Model for Wind Speed Variability Encountered by a Vessel

Probabilistic Model for Wind Speed Variability Encountered by a Vessel Natral Rsorcs, 014, 5, 837-855 Pblshd Onln Octobr 014 n ScRs. http://www.scrp.org/jornal/nr http://dx.do.org/10.436/nr.014.51307 Probablc Modl for Wnd Spd Varablty ncontrd by a Vssl Igor Rychlk 1, Wngang

More information

9.5 Complex variables

9.5 Complex variables 9.5 Cmpl varabls. Cnsdr th funtn u v f( ) whr ( ) ( ), f( ), fr ths funtn tw statmnts ar as fllws: Statmnt : f( ) satsf Cauh mann quatn at th rgn. Statmnt : f ( ) ds nt st Th rrt statmnt ar (A) nl (B)

More information

Implementation of the Extended Conjugate Gradient Method for the Two- Dimensional Energized Wave Equation

Implementation of the Extended Conjugate Gradient Method for the Two- Dimensional Energized Wave Equation Lonardo Elcronc Jornal of raccs and Tchnolos ISSN 58-078 Iss 9 Jl-Dcmbr 006 p. -4 Implmnaon of h Endd Cona Gradn Mhod for h Two- Dmnsonal Enrd Wav Eqaon Vcor Onoma WAZIRI * Snda Ass REJU Mahmacs/Compr

More information

7 Finite element methods for the Euler Bernoulli beam problem

7 Finite element methods for the Euler Bernoulli beam problem 7 Fnt lmnt mtods for t Eulr Brnoull bam problm CIV-E6 Engnrng Computaton and Smulaton Contnts. Modllng prncpls and boundary alu problms n ngnrng scncs. Bascs of numrcal ntgraton and dffrntaton 3. Basc

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

INVESTIGATIONS ON A NOVEL MICROWAVE TRANSMISSION LINE USING MATLAB

INVESTIGATIONS ON A NOVEL MICROWAVE TRANSMISSION LINE USING MATLAB INVSTIGATIONS ON A NOVL MICROWAV TRANSMISSION LIN USING MATLAB Q.. Pham and S. Adta School of lctrcal & lctronc ngnrng Naang Tchnologcal Unvrst Nanang Avnu Sngapor 639798 -mal: SAdta@ntu.du.sg Kwords:

More information