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

Size: px
Start display at page:

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

Transcription

1 Intrnatonal Journal of Engnrng Rsarch And Advancd Tchnology (IJERAT) DOI: E-ISS : Vol. (9) Sp -7 Influnc of Fbr Orntaton on th atural Fruncs of Lamnatd Compost Bams Imad-Eldn Mahmoud Mahd, Osama Mohammd Elmard Sulman Assstant Profssors, Dpartmnt of Mchancal Engnrng, Faculty of Engnrng and Tchnology, l Vally Unvrsty, Atbara, Rvr l Stat, Sudan ABSTRACT In ths study, th ffct of th fbr orntaton on th natural fruncs of fr vbraton of lamnatd compost bams was nvstgatd. Th problm s analyzd and solvd usng th nrgy approach whch s formulatd by a fnt lmnt modl. In that modl, a thr-nodd lmnt wth thr dgrs of frdom at ach nod s assumd. umrcal rsults wr obtand for symmtrc and non-symmtrc lamnatd bams, and vrfd by comparsons wth othr rlvant wors. Also, som spcal cass, whch rlatd to th ttl, wr studd and prsntd. Th angl of fbrs orntaton, whch masurd from th longtudnal as of th bam, s vard from o o to9. It s found that both symmtrcally and ant-symmtrcally lamnatd bams of smlar sz and nd condtons hav ual natural fruncs whch, gnrally, dcras as th angl of orntaton ncrass. Kywords: Fnt Elmnt Mthod, Frst Ordr Shar Dformaton Thory, Fr Vbraton, Lamnatd Composts, atural Fruncs.. ITRODUCTIO Compost matrals ar thos formd by combnng two or mor matrals on a macroscopc scal such that thy hav bttr ngnrng proprts than th convntonal matrals, for ampl, mtals. Som of th proprts that can b mprovd by formng a compost matral ar stffnss, strngth, wght rducton, and corroson rsstanc, thrmal proprts, fatgu lf, and war rsstanc. Most man-mad compost matrals ar mad from two matrals: a rnforcmnt matral calld fbr and a bas matral, calld matr matral. Lamnar composts ar thos havng altrnatng layrs of matral bondd togthr n som mannr and nclud thn coatngs, thcr protctv surfacs, claddngs, bmtallc, lamnats, and sandwchs. Lamnatd compost bams ar ncrasngly bng usd n many ngnrng applcatons n th flds of mchancal and cvl ngnrng, transportaton vhcls, marn, avaton and arospac. Pag

2 Imad-Eldn Mahmoud Mahd t al.,influnc of Fbr Orntaton on th atural Fruncs of Lamnatd Th paprs, whch ar prsntd hr as rfrncs, addrss th problm of th fr vbraton of lamnatd compost bams. A thortcal analyss of th vbraton of compost bams wth sold cross sctons was also prsntd by Toh and Huang [], Chandrashhara t al. [], Abramovch []. In thos analyss, th uatons of moton wr basd on a Tmoshno bam modl (shar dformaton consdrd). umrcal rsults showd th ffct of th shar dformaton and fbr orntaton on th natural fruncs. Agan, Abramovch and Lvshts [4] prsntd act solutons for th fr vbraton of non-symmtrcally lamnatd cross-ply compost bams. Marur and Kant [5] and [6], and McCarthy t al [7] appld hghr ordr shar dformaton thors to solv th problm of th fr vbraton of compost bams. Th frst-ordr shar dformaton thory was usd by Tboub and Hajla [8] to analyz th fr vbraton of gnrally layrd compost bams. Hodgs t al. [9] prsntd two dffrnt mthods, whch wr smpl analytcal mthod and fnt lmnt mthod for th prdcton of th natural fruncs and mod shaps of compost bams. In addton to th rfrncs mntond abov, rfrncs [], [], and [] appld dffrnt tchnus of th fnt lmnt mthod for th sam problm. Th thory usd n th prsnt papr coms undr th catgory of dsplacmnt thors as classfd by Phan and Rddy [], Osman and Sulman [4] and [5]. In ths thory, whch s calld frst ordr shar dformaton thory (FSDT), th transvrs plans, whch ar orgnally normal and straght to th mddl plan of th bam, ar assumd to rman straght but not ncssarly normal aftr normal aftr dformaton, and consuntly shar corrcton factors ar mployd n ths thory to adjust th transvrs shar strss, whch s constant through thcnss.. MATHEMATICAL FORMULATIO Som assumptons wr mad n ths analyss, whch ar: () All layrs bhav lastcally; () Dsplacmnts ar small compard wth th bam dpth; () Prfct bondng sts btwn layrs; (4) Th lamnat s uvalnt to a sngl ansotropc layr; (5) Th bam s flat and has a rctangular scton and vbrats n a vacuum; and (6) All nds of dampng ar nglctd. Fgur blow shows th gomtry of a bam drawn n th thr dmnsons X, Y, and Z or,, and. Y, h X, b L Z, Fgur Th gomtry of a lamnatd compost bam. Th tm-dpndnt aal and transvrs dsplacmnts flds ar: U W, z, t u, t z, t, z, t w, t () Publcaton Impact Factor (PIF):.598 Pag

3 Intrnatonal Journal of Engnrng Rsarch And Advancd Tchnology Vol. (9) Sp -7 Whr, u and w ar th aal and transvrs dsplacmnts at th md-plan, z s th prpndcular dstanc from th md-plan to th layr plan, s th rotaton of a plan aftr dformaton, and t s th tm. Th strandsplacmnt rlatons ar: U u z W U w 5 z () Whr th subscrpts hav th sam manngs as thos usd n -D lastcty formulaton,.. s th aal or longtudnal stran, and 5 s th through-thcnss shar stran. Th strss-stran rlatonshp of a lamna can b shown as: j C () Whr, T 5 C C j (4) C 55 t 5 Th lastc constants C 55 for orthotropc bams can b prssd as: C and C C 55 C C 44 4.cos C.sn C 55.sn.cos 4 ( C. C 66 ).sn.cos (5) Whr; C (6) 66 G; C44 G; C55 G; C C C Applyng th nrgy approach for th bam lmnt shown n Fgur, th stran nrgy stord s gvn by: U s T dv (7) Whr, dv bddz and th subscrpt,, mans on lmnt. u u u w w w L X Fgur A -nodd fnt lmnts wth nn dgrs of frdom and shap functons. Pag

4 Imad-Eldn Mahmoud Mahd t al.,influnc of Fbr Orntaton on th atural Fruncs of Lamnatd Also, th ntc nrgy s found as follows; W U K. E. b W U d dz (8) t t Th dgrs of frdom at ach nod ar; th aal dsplacmnt u, dflcton w, and rotaton, and can b wrttn n trms of thr nodal valus as follows: u, w, u, w, Whr, (9) s shap functon and assumd as a scond-ordr polynomal as: a b c,, () Th constants a, b c, and can b computd for ach lmnt from th followng data: at,, () Ens. (7), and (8) lads to th fnal form of th non-dmnsonal lmnt stffnss and nrta matrcs [K],and [M] rspctvly, whch ar gvn by: K A A s B A s D A s 7 Symmtrc A B A4 A s A s 4 A s 4 B A s 6 D A s 8 B4 A s 7 D4 A s A B A5 B5 A6 A s A s 5 A s 5 A 8 A s 6 B A s 9 D A s 9 B5 A s D. 5 A s B6 A s D6 A s () M Symmtrc () Whr, s th aspct rato (lngth to thcnss rato), and; Publcaton Impact Factor (PIF):.598 Pag 4

5 Intrnatonal Journal of Engnrng Rsarch And Advancd Tchnology Vol. (9) Sp -7 Pag 5 d d d d d d d d d d d d d d d d d d d d d (4) For lamnatd bam wth (n) layrs, th constants n En. () ar:,,,, 55 n Z Z s s n Z Z bdz C K A bdz C z z D B A (5) Th constants A, B, and Dar th tnsonal, couplng, bndng stffnsss rspctvly, whl th constant As s th shar coffcnt, and Ks s th shar corrcton factor (tan or 6 5 ). Th ndvdual lmnt stffnss and nrta matrcs [K] and [M] must b lnd togthr or assmbld to charactrz th unfd bhavor of th ntr bam. Thrfor, th global stffnss and nrta matrcs ar gvn rspctvly by, n n M M K K (6) Whr, s th total numbr of bam lmnts. Th bam nd condtons whch consdrd ar; () Clampd-fr bam (CF), () Hngd-hngd bam (HH), () Clampd-clampd bam (CC), (4) Hngd-clampd bam (HC), (5) Hngd-fr bam (HF), and (6) Fr-fr bam (FF). Each bam has thr movabl nds or mmovabl nds. In th formr group, th aal dsplacmnt at both bam-nds s consdrd, whl nglctd for th lattr group. Th soluton can b obtand aftr th ncorporaton of nds condtons whch wll modfy both stffnss and nrta matrcs. Thus, th non-dmnsonal natural fruncs can b dtrmnd from th rlaton: I K M (7)

6 Imad-Eldn Mahmoud Mahd t al.,influnc of Fbr Orntaton on th atural Fruncs of Lamnatd Whr, I s an dntty matr, and s th non-dmnsonal natural fruncs, whch can b computd by computng th suar root of th gnvalus of th matr M K MATLAB was usd). usng a sutabl computr program (Hr. UMERICAL RESULTS AS/5-6 grapht-poy matral was usd for all numrcal rsults bcaus of ts wd applcatons n modrn ndustrs. Th mchancal proprts of ths matral ar tabulatd n Tabl (). Tabl Mchancal Proprts of AS/5-6 grapht-poy matral Proprty E E G G G Posson s rato Dnsty Magntud 45 G/m 9.6 G/m 4. G/m 4. G/m.4 G/m. 5 g/m In ordr to chc th valdty of th prsnt mthod, som comparsons wr prformd. Ths comparsons wr slctd to covr th cass of symmtrcally and non-symmtrcally lamnatd bams. Tabl () shows comparsons wth Chandrashhara t al. []. Th comparson shows th dffrncs btwn th non- dmnsonal fundamntal fruncs [. L E h ] of symmtrc [ / / / ] angl-ply bams wth dffrnt boundary condtons for aspct rato of (L/h=5). Th angl vars from o to o 9 wth a stp ( o 5 ). Th comparson showd a dffrnc of lss than.6% for th angl zro, ncrasng to about.% for hghr valus of th angl. Tabl on-dmnsonal fundamntal fruncs [. L E h ] of symmtrc [ / / / ] anglply bams (L/h = 5). (dg.) Bam Typ Hngdhngd Clampd- Clampd Hngd- Fr Fr-fr prsnt Rf. [] Prsnt Rf. [] prsnt Rf. [] Prsnt Rf. [] Publcaton Impact Factor (PIF):.598 Pag 6

7 Intrnatonal Journal of Engnrng Rsarch And Advancd Tchnology Vol. (9) Sp -7 Clampd- Fr Clampd- Hngd prsnt Rf. [] Prsnt Rf. [] Tabl () prsnts a comparson wth Abramovch and Lvshts [4] of th non-dmnsonal fruncs of symmtrc [/9/9/] cross-ply grapht-poy bams for aspct rato of (L/h = ). Th bams consdrd ar hngd-hngd, fd-fr, and fd-fd wth mmovabl nds. Hr, th authors ntroducd th scondary ffct of couplng btwn bndng and torson n thr analyss, whch s small, compard wth th othr scondary ffcts. For th hngd-hngd bam, a prcntag dffrnc of lss than.6% was rcordd for th fundamntal fruncy, and lss than.54% for both fd-fr and fd-fd bams. Ths dffrnc was obsrvd to ncras as th mod ordr ncrass (lss than.4%) for th svnth mod for all bams consdrd. In addton, Tabl shows th mods wth prdomnanc of longtudnal vbraton. Tabl on-dmnsonal fruncs [. L E h ] of symmtrc [/ 9/ 9/ ] cross-ply bams (L/h = ) Mod Hngd-hngd (Immovabl) Fd-fr (Immovabl) Fd-fd (Immovabl) o. Prsnt Rf. [4] Prsnt Rf. [4] Prsnt Rf. [4] *.9* *.7* *.7* (*) Mods wth prdomnanc of longtudnal vbraton. Th last comparson was carrd out wth th rsults of Marur and Kant [6]. Tabl (4) compars th frst s mods of th non-dmnsonal fruncs [. L E h ] of symmtrc [ /9/9/ ] cross-ply, grapht-poy, clampd-fr bam wth aspct rato of (L/h = 5). Th authors appld th hghr-ordr shar dformaton thory (HOSDT) n th analyss, whras, th prsnt mthod uss frst-ordr shar dformaton thory. Th comparson shows a prcntag dffrnc of lss than.% for th fundamntal mod of vbraton. Ths dffrnc ncrass wth th mod ordr to lss than.6% for th sth mod. Tabl 4 on-dmnsonal natural fruncs [. L E h ] of symmtrc [ /9/9/ ] cross-ply clampd- fr bam. (L/h = 5). Mod o. Prsnt Rf. [6] Pag 7

8 Imad-Eldn Mahmoud Mahd t al.,influnc of Fbr Orntaton on th atural Fruncs of Lamnatd * (*) Mods wth prdomnanc of longtudnal vbraton. It s obvous from th numrcal rsults gvn n Tabl () abov, and Tabl (5) blow, that th valus of nondmnsonal natural fruncs of varous bams gnrally dcras as th angl of orntaton of fbrs wth rspct to th longtudnal as of th bam s ncrasd. Tabl 5 Th frst thr non-dmnsonal mods of fr vbraton of symmtrc / / / lamnatd bams Angl Mod o. Bam typ wth mmovabl nds. L/h=. CF HH CC HC HF FF o o o Smlar valus of fruncs for symmtrc / / / lamnatd bams wth mmovabl nds and aspct rato of ar plottd aganst th angl of orntaton for th rang from up to 9 dgrs n Fg. () to Fg. (8). Th nflunc of fbr orntaton bcoms mor notcabl as th mod ordr ncrass, and sgnfcant varatons of fruncs wr obsrvd up to an angl of appromatly 7 dgrs. Byond ths angl, th varatons n th fruncs ar vry small. Incrasng angl of orntaton to mor than 7 dgrs lads to ncras th couplng btwn bndng and strtchng ffct, whch causs th lamnatd bam to b stffr, and thus th varaton n natural fruncs dcrass. In addton, th valus of non-dmnsonal natural fruncs of th longtudnal mods of fr vbraton ar obsrvd to dcras as th angl of fbrs orntaton s ncrasd. 4. CASE STUDIES Som mportant cass, whch rlatd to th fbr orntaton, wr studd and prsntd hr. Th frst cas s rpatd or altrnatng st of layrs n smlar bams. Tabl (6) shows th non-dmnsonal natural fruncs of Publcaton Impact Factor (PIF):.598 Pag 8

9 Intrnatonal Journal of Engnrng Rsarch And Advancd Tchnology Vol. (9) Sp -7 symmtrc 6 / 6 / 6 / 6 hav th sam aspct rato of 5 and 6 / 6 / 6 / 6 lamnatd bams rspctvly. Both bam lamnatons Th frst st of bams contans four layrs orntd as shown n Fg. (9)a, whlst th othr st contans ght layrs as shown n Fg. (9) b. It s obsrvd that ths two sts hav th sam natural fruncs for sam aspct rato. In ths cas, ual valus of th coffcnts A, B, D, and As wll b obtand for both bams and consuntly th rsultng nrta and stffnss matrcs ar th sam for both. (b) 6 / 6 / 6 / 6 (a) 6 / 6 / 6 / 6 Pag 9

10 Imad-Eldn Mahmoud Mahd t al.,influnc of Fbr Orntaton on th atural Fruncs of Lamnatd Fgur 9 Two sts of bam lamnatons Tabl 6 on-dmnsonal fruncs of a symmtrc [6/-6/-6/6] and [6/-6/-6/6] lamnatd bams wth mmovabl nds, (L/h = 5) Bam typ Mod o. CF HH CC HC HF FF Th scond cas s rvrsd lamnaton ordr of smlar bams. Two lamnaton sts wr consdrd whch ar / 6 / 9 and9 / 6 /. Th rsults of thr non-dmnsonal natural fruncs ar gvn n Tabl (7) for an aspct rato of 5. It s obvous that ths fruncs ar th sam for both sts. 4 Tabl 7 on-dmnsonal fruncs L Eh of a non-symmtrc [/6/9] and [9/6/] lamnatd bams wth mmovabl nds, (L/h = 5). Bam typ Mod o. CF HH CC HC HF FF Publcaton Impact Factor (PIF):.598 Pag 4

11 Intrnatonal Journal of Engnrng Rsarch And Advancd Tchnology Vol. (9) Sp Th last cas s th ncorrctly orntd layr. Th cass studd hr ar symmtrc / / / / / / / lamnatd bams wth mmovabl nds. If th orntaton of frst layr s ncorrctly mad 9o rathr than o, th valus of nondmnsonal fruncs gnrally dcras as could b sn n Tabls (8) and (9) rspctvly. 4 Tabl 8 on-dmnsonal fruncs L Eh of a symmtrc [///////] lamnatd bam wth Mod o. mmovabl nds, (L/h = 5). Bam typ CF HH CC HC HF FF Ths occurs bcaus ncrasng of angl of orntaton caus a dcras n th valus of th natural fruncs as dscussd abov. Th mamum and mnmum prcntag dcrass n th valus of th fundamntal mod ar about 6% and % rspctvly. Ths prcntag ncrass f th mod ordr s ncrasd. It may b pctd that ths dffrncs dcras as th numbr of layrs s ncrasd. 4 Tabl 9 on-dmnsonal fruncs L Eh of a non-symmtrc [9///////] lamnatd bam wth mmovabl nds, (L/h = 5) Bam typ Mod o. CF HH CC HC HF FF Pag 4

12 Imad-Eldn Mahmoud Mahd t al.,influnc of Fbr Orntaton on th atural Fruncs of Lamnatd COCLUSIOS In ths papr, a frst-ordr shar dformaton thory was appld n th analyss, and a fnt lmnt modl has bn formulatd to prdct th non-dmnsonal natural fruncs and to study th nflunc of fbrs orntaton on th natural fruncs. Twlv nd condtons wr studd whch ar clampd-fr, hngd-hngd, clampd-clampd, hngd-clampd, hngd-fr, and fr-fr bams wth mmovabl and movabl nds. Th man conclusons ar: () Smlar bams, whch ar thr symmtrcally lamnatd / / / or ant-symmtrcally lamnatd / / /, hav ual natural fruncs, snc th coffcnts Cand C 55 ar ual for both cass (s En. (5)). () Rptton of a st of layrs n symmtrc or ant-symmtrc smlar bams dos not altr th natural fruncs of th bam..g. / / / ( / / /, whr n,,,.... ) n or S () If th lamnaton ordr of a lamnatd bam s rvrsd, th natural fruncs wll rman th sam..g. (/6/9) or (9/6/). (4) Th natural fruncs of a lamnatd bam gnrally dcras as th fbr orntaton angl ncrass. (5) Th rror n natural fruncs of a lamnatd bam rsultng from an ncorrctly orntd layr wll dcras f th numbr of layrs s ncrasd and/or th angl of orntaton of th ncorrctly orntd layr s dcrasd. ACKOWLEDGEMET Th authors would l to acnowldg wth dp thans and profound grattud Mr. Osama Mahmoud of Danya Cntr for Publshng and Prntng Srvcs, Atbara, who spnt many hours n dtng, r dtng of th manuscrpt n complanc wth th standard format of Intrnatonal Journal of Engnrng Rsarch and Advancd Tchnology (IJERAT). REFERECES [] Toh L.S. and Huang C.C. 'Th vbraton of bams of fbr rnforcd matral', (976), Journal of sound and vbraton 5(4), pp. (467-47). [] Chandrashhara K., Krshnamurthy K. and Roy S. ' Fr vbraton of compost bams ncludng rotary nrta and shar dformaton', (99), Compost Structur 4, pp. (69-79). Publcaton Impact Factor (PIF):.598 Pag 4

13 Intrnatonal Journal of Engnrng Rsarch And Advancd Tchnology Vol. (9) Sp -7 [] Abramovch H. 'Shar dformaton and rotary nrta ffcts of vbratng compost bams', (99), Compost Structur, pp. (65-7). [4] Abramovch H. and Lvshts A. ' Fr vbratons of non-symmtrc cross-ply lamnatd compost bams', (994), Journal of sound and vbraton 76(5), pp. (597-6). [5] Marur S.R. and Kant T. ' Transnt dynamcs of lamnatd bams: an valuaton wth a hghr-ordr rfnd thory', (998), Compost Structur 4, pp.(-). [6] Marur S.R. and Kant T. 'Fr vbraton analyss of fbr-rnforcd compost bams usng hghr-ordr thors and fnt lmnt modlng', (996), Journal of sound and vbraton 94, pp. (7-5). [7] McCarthy T.R. and Chattopadhyay A. ' Invstgaton of compost bo bam dynamcs usng a hghr-ordr thory', (998), Compost Structur 4, pp. (7-84). [8] Tboub Y. and Hajla P. ' Fr vbraton of gnrally layrd compost bams usng symbolc computatons', (995), Compost Structur, pp. (-4). [9] Hodgs D.H., Atlgan A.R., Fulton M.V., and Rhfld L.W. ' Fr vbraton analyss of compost bams', (99), Journal of Amrcan Hlcoptr Socty 6, pp. (6-47). [] Banrj J.R. 'Eplct analytcal prsson for fruncy uaton and mod shaps of compost bams', (), Intrnatonal Journal of Sold and Structurs 8, pp.(45-46). [] Kadvar M.H. and Mohbpour S.R. ' Fnt lmnt dynamc analyss of unsymmtrc compost lamnatd bams wth shar ffct and rotary nrta undr th acton of movng loads', (998), Fnt Elmnts n Analyss and Dsgn 9, pp.(59-7). [] Shmp R.P. andanapur A.V. ' A bam fnt lmnt basd on layrws trgonomtrc shar dformaton thory', (), Compost Structurs 5, pp.(5-6). []. D. Phan and J.. Rddy, 'Analyss of lamnatd compost plat usng hghr ordr shar dformaton thory', Intrnatonal Journal of umrcal Mthod n Engnrng, Vol., (985), PP. ( 9). [4] Mahmoud Yassn Osman and Osama Mohammd Elmard Sulman, 'Fr vbraton analyss of lamnatd compost bams usng fnt lmnt mthod', Intrnatonal Journal of Engnrng Rsarch and Advancd Tchnology (IJERAT), Vol., Issu, (7), PP. (5 ). [5] Mahmoud Yassn Osman and Osama Mohammd Elmard Sulman, 'Fr vbraton of lamnatd plats', Intrnatonal Journal of Engnrng Rsarch and Advancd Tchnology (IJERAT), Vol., Issu 4, (7), PP. ( 47). Pag 4

Effects of Boundary Conditions on Cross-Ply Laminated Composite Beams

Effects of Boundary Conditions on Cross-Ply Laminated Composite Beams Internatonal Journal of Engneerng Research And Advanced Technology (IJERAT) DOI: http://dx.do.org/0.734/ijerat.344 E-ISSN : 454-635 Vol.3 (0) Oct -07 Effects of Boundary Condtons on Cross-Ply Lamnated

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

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

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

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

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

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

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

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

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

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

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

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

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

THE HOMOGENIZED VISCOELASTIC AND RATE DEPENDENT PLASTIC MODEL FOR PLAIN WEAVE FABRIC REINFORCED POLYMER COMPOSITES

THE HOMOGENIZED VISCOELASTIC AND RATE DEPENDENT PLASTIC MODEL FOR PLAIN WEAVE FABRIC REINFORCED POLYMER COMPOSITES 18 TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS THE HOMOENIZED ISCOELASTIC AND RATE DEPENDENT PLASTIC MODEL FOR PLAIN WEAE FABRIC REINFORCED POLYMER COMPOSITES 1 Introducton S. L 1, C. Cho 1 *, N.

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

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

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

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

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

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

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

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

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

ON THE COMPLEXITY OF K-STEP AND K-HOP DOMINATING SETS IN GRAPHS

ON THE COMPLEXITY OF K-STEP AND K-HOP DOMINATING SETS IN GRAPHS MATEMATICA MONTISNIRI Vol XL (2017) MATEMATICS ON TE COMPLEXITY OF K-STEP AN K-OP OMINATIN SETS IN RAPS M FARAI JALALVAN AN N JAFARI RA partmnt of Mathmatcs Shahrood Unrsty of Tchnology Shahrood Iran Emals:

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

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

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

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

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

VIBRATION ANALYSIS AND DAMPING CHARACTERISTICS OF Hybrid COMPOSITE PLATE USING FINITE ELEMENT ANALYSIS

VIBRATION ANALYSIS AND DAMPING CHARACTERISTICS OF Hybrid COMPOSITE PLATE USING FINITE ELEMENT ANALYSIS VIBRION NLYSIS ND DMPING CHRCERISICS OF Hybrd COMPOSIE PLE USING FINIE ELEMEN NLYSIS hss submttd n partal fulfllmnt of th Rqurmnts for th dgr of Mastr of chnology In Mchancal Engnrng Spcalzaton: Machn

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

Reliability of time dependent stress-strength system for various distributions

Reliability of time dependent stress-strength system for various distributions IOS Joural of Mathmatcs (IOS-JM ISSN: 78-578. Volum 3, Issu 6 (Sp-Oct., PP -7 www.osrjourals.org lablty of tm dpdt strss-strgth systm for varous dstrbutos N.Swath, T.S.Uma Mahswar,, Dpartmt of Mathmatcs,

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

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 - 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

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

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

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

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

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

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

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

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

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

Lecture 14. Relic neutrinos Temperature at neutrino decoupling and today Effective degeneracy factor Neutrino mass limits Saha equation

Lecture 14. Relic neutrinos Temperature at neutrino decoupling and today Effective degeneracy factor Neutrino mass limits Saha equation Lctur Rlc nutrnos mpratur at nutrno dcoupln and today Effctv dnracy factor Nutrno mass lmts Saha quaton Physcal Cosmoloy Lnt 005 Rlc Nutrnos Nutrnos ar wakly ntractn partcls (lptons),,,,,,, typcal ractons

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

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

EFFECTS OF SECONDARY STRUCTURE ON ELASTIC BEHAVIOR OF PROTEIN-LIKE CHAINS *

EFFECTS OF SECONDARY STRUCTURE ON ELASTIC BEHAVIOR OF PROTEIN-LIKE CHAINS * Chns Journal of Polymr Scnc Vol. 27, No. 2, (2009), 253 265 Chns Journal of Polymr Scnc 2009 World Scntfc EFFECTS OF SECONDARY STRUCTURE ON ELASTIC BEHAVIOR OF PROTEIN-LIKE CHAINS * Tng-tng Sun a**, Ha-zhu

More information

A NEW GENERALISATION OF SAM-SOLAI S MULTIVARIATE ADDITIVE GAMMA DISTRIBUTION*

A NEW GENERALISATION OF SAM-SOLAI S MULTIVARIATE ADDITIVE GAMMA DISTRIBUTION* A NEW GENERALISATION OF SAM-SOLAI S MULTIVARIATE ADDITIVE GAMMA DISTRIBUTION* Dr. G.S. Davd Sam Jayakumar, Assstant Profssor, Jamal Insttut of Managmnt, Jamal Mohamd Collg, Truchraall 620 020, South Inda,

More information

UNIT 8 TWO-WAY ANOVA WITH m OBSERVATIONS PER CELL

UNIT 8 TWO-WAY ANOVA WITH m OBSERVATIONS PER CELL UNIT 8 TWO-WAY ANOVA WITH OBSERVATIONS PER CELL Two-Way Anova wth Obsrvatons Pr Cll Structur 81 Introducton Obctvs 8 ANOVA Modl for Two-way Classfd Data wth Obsrvatons r Cll 83 Basc Assutons 84 Estaton

More information

FEFF and Related Codes

FEFF and Related Codes FEFF and Rlatd Cods Anatoly Frnl Profssor Physcs Dpartmnt, Yshva Unvrsty, w Yor, USA Synchrotron Catalyss Consortum, Broohavn atonal Laboratory, USA www.yu.du/faculty/afrnl Anatoly.Frnl@yu.du FEFF: John

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

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

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

Fakultät III Wirtschaftswissenschaften Univ.-Prof. Dr. Jan Franke-Viebach

Fakultät III Wirtschaftswissenschaften Univ.-Prof. Dr. Jan Franke-Viebach Unvrstät Sgn Fakultät III Wrtschaftswssnschaftn Unv.-rof. Dr. Jan Frank-Vbach Exam Intrnatonal Fnancal Markts Summr Smstr 206 (2 nd Exam rod) Avalabl tm: 45 mnuts Soluton For your attnton:. las do not

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

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

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

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

A Probabilistic Characterization of Simulation Model Uncertainties

A Probabilistic Characterization of Simulation Model Uncertainties A Proalstc Charactrzaton of Sulaton Modl Uncrtants Vctor Ontvros Mohaad Modarrs Cntr for Rsk and Rlalty Unvrsty of Maryland 1 Introducton Thr s uncrtanty n odl prdctons as wll as uncrtanty n xprnts Th

More information

Search sequence databases 3 10/25/2016

Search sequence databases 3 10/25/2016 Sarch squnc databass 3 10/25/2016 Etrm valu distribution Ø Suppos X is a random variabl with probability dnsity function p(, w sampl a larg numbr S of indpndnt valus of X from this distribution for an

More information

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

SPECTRUM ESTIMATION (2)

SPECTRUM ESTIMATION (2) SPECTRUM ESTIMATION () PARAMETRIC METHODS FOR POWER SPECTRUM ESTIMATION Gnral consdraton of aramtrc modl sctrum stmaton: Autorgrssv sctrum stmaton: A. Th autocorrlaton mthod B. Th covaranc mthod C. Modfd

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

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

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

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

Fakultät III Univ.-Prof. Dr. Jan Franke-Viebach

Fakultät III Univ.-Prof. Dr. Jan Franke-Viebach Unv.Prof. r. J. FrankVbach WS 067: Intrnatonal Economcs ( st xam prod) Unvrstät Sgn Fakultät III Unv.Prof. r. Jan FrankVbach Exam Intrnatonal Economcs Wntr Smstr 067 ( st Exam Prod) Avalabl tm: 60 mnuts

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

Modeling and Simulation Analysis of Power Frequency Electric Field of UHV AC Transmission Line

Modeling and Simulation Analysis of Power Frequency Electric Field of UHV AC Transmission Line (IJACSA) Intrnatonal Journal of Advancd Computr Scnc and Applcatons, Vol., o., Modlng and Smulaton Analyss of Powr Frquncy Elctrc Fld of UHV AC Transmsson Ln Chn Han Collg of Elctronc and Elctrcal Engnrng

More information

EXST Regression Techniques Page 1

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

More information

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

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

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

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

:2;$-$(01*%<*=,-./-*=0;"%/;"-*

:2;$-$(01*%<*=,-./-*=0;%/;-* !"#$%'()%"*#%*+,-./-*+01.2(.*3+456789*!"#$%"'()'*+,-."/0.%+1'23"45'46'7.89:89'/' ;8-,"$4351415,8:+#9' Dr. Ptr T. Gallaghr Astrphyscs Rsarch Grup Trnty Cllg Dubln :2;$-$(01*%

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

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

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

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

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

Econ107 Applied Econometrics Topic 10: Dummy Dependent Variable (Studenmund, Chapter 13)

Econ107 Applied Econometrics Topic 10: Dummy Dependent Variable (Studenmund, Chapter 13) Pag- Econ7 Appld Economtrcs Topc : Dummy Dpndnt Varabl (Studnmund, Chaptr 3) I. Th Lnar Probablty Modl Suppos w hav a cross scton of 8-24 yar-olds. W spcfy a smpl 2-varabl rgrsson modl. Th probablty of

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 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

Displacement and Stress Monitoring of a Chemical Tanker Based on Inverse Finite Element Method

Displacement and Stress Monitoring of a Chemical Tanker Based on Inverse Finite Element Method Dsplacmnt and Strss Montorng of a Chmcal Tanr Basd on Invrs Fnt Elmnt Mthod Adnan Kfal*, Eran Otrus** * Dpartmnt of Naval Archtctur, Ocan and Marn Engnrng Unvrsty of Strathclyd 100 Montros Strt Glasgow

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

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

Fine Structure Calculation of Energy Levels, Oscillator Strengths and Lifetimes in Se-Like Ions

Fine Structure Calculation of Energy Levels, Oscillator Strengths and Lifetimes in Se-Like Ions ISSN: 77-75 ISO 9:8 Crtfd Intrnatonal Journal of Engnrng and Innovatv Tchnology (IJEIT) Volum, Issu 6, Dcmbr Fn Structur Calculaton of Enrgy Lvls, Oscllator Strngths and Lftms n S-Lk Ions M. Mossad, Abr

More information

Fall 2008 EE 410/510: Microfabrication and Semiconductor Processes M W 12:45 PM 2:20 PM EB 239 Engineering Bldg.

Fall 2008 EE 410/510: Microfabrication and Semiconductor Processes M W 12:45 PM 2:20 PM EB 239 Engineering Bldg. Fall 008 EE 410/510: Mcrofabrcaton and Smconductor Procsss M W 1:45 PM :0 PM EB 39 Engnrng Bldg. Instructor: John D. Wllams, Ph.D. Assstant Profssor of Elctrcal and omputr Engnrng Assocat Drctor of th

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

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

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

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

Hardy-Littlewood Conjecture and Exceptional real Zero. JinHua Fei. ChangLing Company of Electronic Technology Baoji Shannxi P.R.

Hardy-Littlewood Conjecture and Exceptional real Zero. JinHua Fei. ChangLing Company of Electronic Technology Baoji Shannxi P.R. Hardy-Littlwood Conjctur and Excptional ral Zro JinHua Fi ChangLing Company of Elctronic Tchnology Baoji Shannxi P.R.China E-mail: fijinhuayoujian@msn.com Abstract. In this papr, w assum that Hardy-Littlwood

More information

JEE-2017 : Advanced Paper 2 Answers and Explanations

JEE-2017 : Advanced Paper 2 Answers and Explanations DE 9 JEE-07 : Advancd Papr Answrs and Explanatons Physcs hmstry Mathmatcs 0 A, B, 9 A 8 B, 7 B 6 B, D B 0 D 9, D 8 D 7 A, B, D A 0 A,, D 9 8 * A A, B A B, D 0 B 9 A, D 5 D A, B A,B,,D A 50 A, 6 5 A D B

More information

Section 6.1. Question: 2. Let H be a subgroup of a group G. Then H operates on G by left multiplication. Describe the orbits for this operation.

Section 6.1. Question: 2. Let H be a subgroup of a group G. Then H operates on G by left multiplication. Describe the orbits for this operation. MAT 444 H Barclo Spring 004 Homwork 6 Solutions Sction 6 Lt H b a subgroup of a group G Thn H oprats on G by lft multiplication Dscrib th orbits for this opration Th orbits of G ar th right costs of H

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