6 Finite element methods for the Euler Bernoulli beam problem
|
|
- Mary Caren Harrison
- 6 years ago
- Views:
Transcription
1 6 Fnt lmnt mtods for t Eulr Brnoull bam problm
2 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 bams at dffuson spag lctrostatcs 3. Basc D and 3D fnt lmnt mtods - at dffuson spag 4. Numrcal mplmntaton tcnqus of fnt lmnt mtods 5. Abstract formulaton and accuracy of fnt lmnt mtods 6. Fnt lmnt mtods for Eulr Brnoull bams 7. Fnt lmnt mtods for Tmosnko bams 8. Fnt lmnt mtods for rcoff ov plats 9. Fnt lmnt mtods for Rssnr Mndln plats. Fnt lmnt mtods for D and 3D lastcty. Etra lctur: otr fnt lmnt applcatons n structural ngnrng Rak-54.3 / 6 / JN 87
3 6 Fnt lmnt mtods for t Eulr Brnoull bam problm Contnts. Strong and ak forms for Eulr Brnoull bams. Fnt lmnt mtods for Eulr Brnoull bams arnng outcom A. Undrstandng of t basc proprts of t Eulr Brnoull bam problm and ablty to drv t basc formulatons rlatd to t problm B. Basc knoldg and tools for solvng Eulr Brnoull bam problms by fnt lmnt mtods t lmnts n partcular C Rfrncs ctur nots: captr 9. Tt book: captrs.6 3. A.I Rak-54.3 / 4 / JN 88
4 6. Motvaton for t Eulr-Brnoull bam lmnt analyss Bam structurs frams trusss bams arcs ar t most typcal structural parts n modrn structural ngnrng and t Eulr Brnoull bam lmnt s t most typcal on n commrcal FEM softar. Rak-54.3 / 4 / JN 89
5 6. Strong and ak forms for Eulr Brnoull bams t us consdr a tn stragt bam structur subct to suc a loadng tat t dformaton stat of t bam can b modld by t bndng problm n a plan. T basc knmatcal dmnson rducton assumptons of a tn bam calld Eulr Brnoull bam 75.. normal fbrs of t bam as rman stragt durng t dformaton normal fbrs of t bam as do not strc durng t dformaton 3 matral ponts of t bam as mov n t vrtcal drcton only 4 normal fbrs of t bam as rman as normals durng t dformaton u yv d d Rak-54.3 / 4 / JN 9
6 6. Strong and ak forms for Eulr Brnoull bams t us consdr a tn stragt bam structur subct to suc a loadng tat t dformaton stat of t bam can b modld by t bndng problm n a plan. T basc knmatcal dmnson rducton assumptons of a tn bam calld Eulr Brnoull bam 75.. normal fbrs of t bam as rman stragt durng t dformaton normal fbrs of t bam as do not strc durng t dformaton 3 matral ponts of t bam as mov n t vrtcal drcton only 4 normal fbrs of t bam as rman as normals durng t dformaton com tru f t dsplacmnts ar prsntd as u v y v y cos v : u y ysn y t dnotng t dflcton of t bam cntral or nutral as apparng as t only varabl of t problm t t currnt assumptons and furtrmor dpndng on t coordnat only. yv d d Rak-54.3 / 4 / JN 9
7 6. Strong and ak forms for Eulr Brnoull bams Consdrng lnar dformatons t dsplacmnt fld abov mpls t aal stran u y y y. Rak-54.3 / 4 / JN 9
8 6. Strong and ak forms for Eulr Brnoull bams nar dformatons for t dsplacmnt fld abov mpls t aal stran alon u y y y. Dfnng t bndng momnt as tout spcfyng t strsss at t momnt M : M z : A y z y da Rak-54.3 / 6 / JN 93
9 6. Strong and ak forms for Eulr Brnoull bams nar dformatons for t dsplacmnt fld abov mpls t aal stran alon u y y y. Dfnng t bndng momnt as tout spcfyng t strsss at t momnt M : M t nrgy balanc of t prncpl of vrtual ork can b rttn n t form W V nt A W z : t σ : ε dv V A dad y z y da b u dv S t y t vds S t t u ds 3D lastcty tory! D + D Rak-54.3 / 6 / JN 94
10 6. Strong and ak forms for Eulr Brnoull bams yda d A fd D + D M d fd D.. alon Rak-54.3 / 6 / JN 95
11 6. Strong and ak forms for Eulr Brnoull bams yda d A M d fd fd r t bam s assumd to b subct to a vrtcal dstrbutd surfac loadng t y t y y z actng on t uppr and lor surfacs of t bam dfnng a rsultant loadng f : Z t t y t / z dz t / z dz r t ntgrals ar takn along lns and n t z drcton for ac on uppr and lor surfacs S t and S t rspctvly for collctng t pyscal load from surfacs onto t bam as. Rmark. Otr loadng typs could b consdrd as ll. Z t t y Z t Z t Rak-54.3 / 5 / JN 96
12 6. Strong and ak forms for Eulr Brnoull bams Intgraton by parts n t trm for t ntrnal vrtual ork gvs t form M M M d M M fd f d Rak-54.3 / 4 / JN 97
13 6. Strong and ak forms for Eulr Brnoull bams Intgraton by parts n t trm for t ntrnal vrtual ork gvs t form M M M d M M fd f d mplyng t forc balanc and boundary condtons.. t strong form as M f EB - M M M or M M M M M M M Q M Q Rak-54.3 / 4 / JN 98
14 6. Strong and ak forms for Eulr Brnoull bams Intgraton by parts n t trm for t ntrnal vrtual ork gvs t form M M M d M M mplyng t forc balanc and boundary condtons.. t strong form as M f EB - M M M or M M fd f d M M M M M Q M Q T sar forc s dtrmnd by t momnt qulbrum: Q M. Rak-54.3 / 4 / JN 99
15 6. Strong and ak forms for Eulr Brnoull bams Takng nto account t lnarly lastc consttutv rlatons n t form y E y y E Rak-54.3 / 4 / JN 3
16 6. Strong and ak forms for Eulr Brnoull bams Takng nto account t lnarly lastc consttutv rlatons n t form y E y y E t strong form can b rttn as a dsplacmnt formulaton as follos: For a gvn loadng fnd t dflcton : suc tat f : R R EI f EB - EI EI EI EI M M Q Q. Rak-54.3 / 4 / JN 3
17 6. Strong and ak forms for Eulr Brnoull bams Takng nto account t lnarly lastc consttutv rlatons n t form y E y y E t strong form can b rttn as a dsplacmnt formulaton as follos: For a gvn loadng fnd t dflcton : suc tat f : R R EI f EB - EI EI EI EI M M Q Q T momnt and sar forc ar gvn n trms of t dflcton as M EI Q EI I : I z. : A y da. Rak-54.3 / 4 / JN 3
18 6. Strong and ak forms for Eulr Brnoull bams T corrspondng ak form s obtand from t vrtual ork prssons abov or as usual by multplyng t strong form by a tst functon varatonal functon ntgratng ovr t doman and fnally ntgratng by parts: fd ˆ EI d ˆ EI ˆ EI ˆ EI ˆ EI d ˆ EI ˆ d ˆ W. Rak-54.3 / 4 / JN 33
19 6. Strong and ak forms for Eulr Brnoull bams T corrspondng ak form s obtand from t vrtual ork prssons abov or as usual by multplyng t strong form by a tst functon varatonal functon ntgratng ovr t doman and fnally ntgratng by parts: fd ˆ EI d ˆ EI ˆ EI ˆ EI ˆ EI d ˆ EI ˆ d ˆ W. Ts quaton gvs t nrgy balanc t rspct to t varatonal spac as EI ˆ d fd ˆ ˆ W and t ssntal boundary condtons for a cantlvr bam for nstanc as ; ŵ ŵ. Rak-54.3 / 4 / JN 34
20 6. Strong and ak forms for Eulr Brnoull bams T corrspondng ak form s obtand from t vrtual ork prssons abov or as usual by multplyng t strong form by a tst functon varatonal functon ntgratng ovr t doman and fnally ntgratng by parts: fd ˆ EI d ˆ EI ˆ EI ˆ EI ˆ EI d ˆ EI ˆ d ˆ W. Ts quaton gvs t nrgy balanc t rspct to t varatonal spac as EI ˆ d fd ˆ ˆ W and t ssntal boundary condtons for a cantlvr bam for nstanc as ; ŵ Rmark. In addton t tral and tst functon spacs ar dtrmnd by t ak form as usual altoug n ts cas t spac s not an approprat coc anymor du to t scond ordr drvatvs prsnt n t blnar form. ŵ. Rak-54.3 / 6 / JN 35
21 6. Strong and ak forms for Eulr Brnoull bams T ak form of t Eulr Brnoull bam problm: t us consdr a cantlvr bam subct to a dstrbutd load. Fnd W s.t. a ˆ l ˆ ˆ W t t blnar form load functonal and t varatonal spac f a ˆ l ˆ fˆ d W { v EI ˆ d v v }. f E I Rak-54.3 / 4 / JN 36
22 6. Strong and ak forms for Eulr Brnoull bams T ak form of t Eulr Brnoull bam problm: t us consdr a cantlvr bam subct to a dstrbutd load. Fnd W s.t. a ˆ l ˆ ˆ W t t blnar form load functonal and t varatonal spac f a ˆ l ˆ fˆ d W { v EI ˆ d v v }. f E I Rmark. For t frst tm t varatonal spac s a subspac of Sobolv spac c ll ssntally nflunc t fnt lmnt spac. Accordngly contnuty corcvty and rror stmats ll b formulatd t rspct to t norm basc prncpls for t analyss ll rman t sam ovr. Rak-54.3 / 6 / JN 37
23 6. Strong and ak forms for Eulr Brnoull bams Brak rcs 6 So tat t blnar form of t Eulr Brnoull bam problm s llptc and contnous t rspct to t norm: a v v a v uˆ EIv vd EIv uˆd C v v v W uˆ v uˆ W. For c typ of valus of t cross sctonal quantts E and I t quotnt C / apparng n t corrspondng rror stmats ll b larg/small? Rak-54.3 / 6 / JN 38
24 6. Fnt lmnt formulaton for Eulr Brnoull bams Conformty. It s no clar tat a pcs lnar contnuous fnt lmnt appromaton s not an approprat coc for t currnt bam problm. Instad av to fnd out c knd of condtons for t polynomal ordr and contnuty accross t lmnts ll satsfy t conformty condton W W. o about a scond ordr k = pcs lnar contnuous appromaton? Rak-54.3 / 4 / JN 39
25 6. Fnt lmnt formulaton for Eulr Brnoull bams Conformty. It s no clar tat a pcs lnar contnuous fnt lmnt appromaton s not an approprat coc for t currnt bam problm. Instad av to fnd out c knd of condtons for t polynomal ordr and contnuty accross t lmnts ll satsfy t conformty condton W W. o about a scond ordr k = pcs lnar contnuous appromaton? Prvously t conformty subspac condton as of t form V V and t as satsfd by smply dfnng t dscrt spac as V { v v P k }. Rak-54.3 / 6 / JN 3
26 6. Fnt lmnt formulaton for Eulr Brnoull bams Conformty. It s no clar tat a pcs lnar contnuous fnt lmnt appromaton s not an approprat coc for t currnt bam problm. Instad av to fnd out c knd of condtons for t polynomal ordr and contnuty accross t lmnts ll satsfy t conformty condton W W. o about a scond ordr k = pcs lnar contnuous appromaton? Prvously t conformty subspac condton as of t form V V and t as satsfd by smply dfnng t dscrt spac as v V { v v P k }. n In practc av prvously usd a pcs lnar appromaton c s globally contnuous from lmnt to lmnt. In gnral s ts a suffcnt proprty for satsfyng t condton cf. Coff rcs 5.? u Rak-54.3 / 6 / JN 3
27 6. Fnt lmnt formulaton for Eulr Brnoull bams Contnuty. Is a contnuous functon an functon or vn an functon? Rak-54.3 / 4 / JN 3
28 6. Fnt lmnt formulaton for Eulr Brnoull bams Contnuty. Is a contnuous functon an functon or vn an functon? It can b son tat contnuty accross t lmnt dgs s a suffcnt condton for t stnc of t ak drvatv as long as t funcon as a ak drvatv locally n ac lmnt d = 3: R d v and vc v. Rak-54.3 / 6 / JN 33
29 6. Fnt lmnt formulaton for Eulr Brnoull bams Contnuty. Is a contnuous functon an functon or vn an functon? It can b son tat contnuty accross t lmnt dgs s a suffcnt condton for t stnc of t ak drvatv as long as t funcon as a ak drvatv locally n ac lmnt d = 3: R d v and vc v. Snc a fnt lmnt appromaton s oftn a functon c s a polynomal n ac lmnt v Pk and nc nfntly smoot n ac lmnt du to t fact tat P k C t mans tat contnuty accross t lmnt dgs s an ssntal condton to b rqurd from t appromaton. Rak-54.3 / 6 / JN 34
30 6. Fnt lmnt formulaton for Eulr Brnoull bams Contnuty. Is a contnuous functon an functon or vn an functon? It can b son tat contnuty accross t lmnt dgs s a suffcnt condton for t stnc of t ak drvatv as long as t funcon as a ak drvatv locally n ac lmnt d = 3: R d v and vc v. Snc a fnt lmnt appromaton s oftn a functon c s a polynomal n ac lmnt v Pk and nc nfntly smoot n ac lmnt du to t fact tat P k C t mans tat contnuty accross t lmnt dgs s an ssntal condton to b rqurd from t appromaton. Accordngly ts mans tat contnuty of t drvatv of a functon accross t lmnt dgs s a suffcnt condton for t stnc of t scond ak drvatv as long as t functon as a scond ordr ak drvatv locally n ac lmnt: R d v and vc v. Rak-54.3 / 6 / JN 35
31 6. Fnt lmnt formulaton for Eulr Brnoull bams Conformng fnt lmnt mtod for t Eulr Brnoull bam problm: t us consdr a cantlvr bam subct to a loadng f. Fnd suc tat W a a v ˆ l ˆ W W ˆ l ˆ fˆ d W { v { v C EIv ˆd ˆ W v v v f v } v P 3 }. E I Rak-54.3 / 4 / JN 36
32 6. Fnt lmnt formulaton for Eulr Brnoull bams Conformng fnt lmnt mtod for t Eulr Brnoull bam problm: t us consdr a cantlvr bam subct to a loadng f. Fnd suc tat W a a v ˆ l ˆ W W ˆ l ˆ fˆ d W { v { v C EIv ˆd ˆ W v v v f v } v P 3 }. E I C Rmark. contnuty.. contnuty of t functon and ts drvatvs accross t lmnt dgs ll b satsfd by applyng t trd ordr rmt sap functons c ssntally dffr from t prvously usd agrang sap functons. Rak-54.3 / 4 / JN 37
33 38. d u d u n Rak-54.3 / 4 / JN Prvously for t contnuous pcs polynomal fnt lmnt appromaton of ordr k t dgrs of frdom r t nodal valus agrang ntrpolaton: 6. Fnt lmnt formulaton for Eulr Brnoull bams
34 39. d u d u n Rak-54.3 / 4 / JN Prvously for t contnuous pcs polynomal fnt lmnt appromaton of ordr k t dgrs of frdom r t nodal valus agrang ntrpolaton: No a pcs cubc trd ordr.. k = 3 fnt lmnt appromaton ll b usd t nodal valus of bot t functon and ts drvatvs takn as dgrs of frdom rmt ntrpolaton: d d n 6. Fnt lmnt formulaton for Eulr Brnoull bams
35 3. d u d u n Rak-54.3 / 4 / JN Prvously for t contnuous pcs polynomal fnt lmnt appromaton of ordr k t dgrs of frdom r t nodal valus agrang ntrpolaton: No a pcs cubc trd ordr.. k = 3 fnt lmnt appromaton ll b usd t nodal valus of bot t functon and ts drvatvs takn as dgrs of frdom rmt ntrpolaton:.. d d d d n 6. Fnt lmnt formulaton for Eulr Brnoull bams
36 3 3 3 Rak-54.3 / 4 / JN In ts approac four sap functons ll b rlatd to ac lmnt; to to ac nd of ac ntrval : : : : : : : : : 6. Fnt lmnt formulaton for Eulr Brnoull bams
37 3 3 3 Rak-54.3 / 4 / JN In ts approac four sap functons ll b rlatd to ac lmnt; to to ac nd of ac ntrval : : : : : : : : : 6. Fnt lmnt formulaton for Eulr Brnoull bams
38 33 Rak-54.3 / 4 / JN Eac lmnt ll gv ts contrbuton to t stffnss matr and forc vctor as 6. Fnt lmnt formulaton for Eulr Brnoull bams n d f l F n q p d EI a p p p q p q p pq
39 34 Rak-54.3 / 4 / JN Eac lmnt ll gv ts contrbuton to t stffnss matr and forc vctor as In practc only four sap functons ar nonzro n ac lmnt and nc 6. Fnt lmnt formulaton for Eulr Brnoull bams. T d d d d F F F F d F n d f l F n q p d EI a p p p q p q p pq
40 6. Fnt lmnt formulaton for Eulr Brnoull bams T global stffnss matr and forc vctor can no b assmbld n a usual ay. C Rmark. rmt typ trd ordr contnuous dflcton appromaton mpls by takng lmnts drvatvs tat rotaton appromaton s pcs quadratc and contnuous momnt appromaton s pcs lnar and dscontnuous sar forc appromaton s pcs constant and dscontnuous. Rak-54.3 / 4 / JN 35
41 6. Fnt lmnt formulaton for Eulr Brnoull bams T global stffnss matr and forc vctor can no b assmbld n a usual ay. C Rmark. rmt typ trd ordr contnuous dflcton appromaton mpls by takng lmnts drvatvs tat rotaton appromaton s pcs quadratc and contnuous momnt appromaton s pcs lnar and dscontnuous sar forc appromaton s pcs constant and dscontnuous. Rmark. In a smlar mannr on can dduc tat a typcal contnuous agrang typ quadratc fnt lmnt appromaton ould lad to pcs lnar dscontnuous rotaton. Takng tn t global drvatv of t rotaton ould lad on lmnt bordrs to Drac dlta functons c ar not squar-ntgrabl. nc t blnar form of t problm ould not b dfnd for ts typ of tral functons and t problm ould not b solvabl. Ts argumntaton gvs a farly ntutv ustfcaton for t contnuty rqurmnt mpld by t conformty condton W W C. Du to conformty t rror analyss can b carrd out by standard tcnqus: Rak-54.3 / 4 / JN 36
42 Error stmats. contnuty and corsvty of t blnar form togtr t Galrkn ortogonalty mply an rror stmat follong t Ca s lmma 6. Fnt lmnt formulaton for Eulr Brnoull bams C v v W Rak-54.3 / 6 / JN 37
43 Error stmats. contnuty and corsvty of t blnar form togtr t Galrkn ortogonalty mply an rror stmat follong t Ca s lmma 6. Fnt lmnt formulaton for Eulr Brnoull bams C v v W from c gt a mor quanttatv stmat assumng a smoot soluton k c 3 for k c k k 4 3. Rak-54.3 / 6 / JN 38
44 Error stmats. contnuty and corsvty of t blnar form togtr t Galrkn ortogonalty mply an rror stmat follong t Ca s lmma 6. Fnt lmnt formulaton for Eulr Brnoull bams C v v W from c gt a mor quanttatv stmat assumng a smoot soluton k c 3 for k c k k 4 3. Abov as ll as n arlr rror stmats av usd a rsult from appromaton tory for t ntrpolaton rror of polynomals statng tat a polynomal ~ of ordr ntrpolats a functon t t follong accuracy: ~ m c k k m k k. Rak-54.3 / 6 / JN 39
45 Error stmats. contnuty and corsvty of t blnar form togtr t Galrkn ortogonalty mply an rror stmat follong t Ca s lmma 6. Fnt lmnt formulaton for Eulr Brnoull bams C v v W from c gt a mor quanttatv stmat assumng a smoot soluton k c 3 for k c k k 4 3. Abov as ll as n arlr rror stmats av usd a rsult from appromaton tory for t ntrpolaton rror of polynomals statng tat a polynomal ~ of ordr ntrpolats a functon t t follong accuracy: ~ m c k k m k k. Rmark. It can b son tat t rmt fnt lmnt appromaton gvs accurat nodal valus for t dflcton and ts drvatv rotaton of t Eulr Brnoull bam problm: and for all nods. Rak-54.3 / 6 / JN 33
46 6.X Sobolv mbddng & trac Abov contnuty as son to mply an drvatv undr crtan crcumstancs. Wt crtan assumptons t oppost mplcaton olds as ll Sobolv mbddng torm: k C m m k d / t R For nstanc n D cas an functon s contnuous l n D cas nstad a functon as to b rgular n ordr to b contnuous. If a functon s rgular nsd ts doman o rgular t s on t boundary of t doman? If t doman s boundd and ts boundary s C rgular tn t trac of a functon v on t boundary s an functon Trac torm: Tv d. m C k Tv T : c v v C r s lnar. If t furtr olds tat tn. Tv v Rak-54.3 / 4 / JN 33
47 6.X Sobolv mbddng & trac Coff rcs 9 Fnd t drvatv of t functon v a a sn v a 3/ t. So tat nvr. Rak-54.3 / 4 / JN 33
48 QUESTIONS? ANSWERS ECTURE BREA!
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 information8-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 informationFrom 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 informationStress-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 informationThe 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 informationCHAPTER 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 informationFrom Structural Analysis to Finite Element Method
From Structural Analyss to Fnt Elmnt Mthod Dhman Basu II Gandhnagar -------------------------------------------------------------------------------------------------------------------- Acknowldgmnt Followng
More informationA 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 informationThree-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 information14. 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 information167 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 informationLecture 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 informationVariational 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 information1) They represent a continuum of energies (there is no energy quantization). where all values of p are allowed so there is a continuum of energies.
Unbound Stats OK, u untl now, w a dalt solly wt stats tat ar bound nsd a otntal wll. [Wll, ct for our tratnt of t fr artcl and w want to tat n nd r.] W want to now consdr wat ans f t artcl s unbound. Rbr
More informationSeptember 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 informationACOUSTIC 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 informationNumerical 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 informationJones 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 informationHORIZONTAL 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 informationCHAPTER 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 informationGrand 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 informationPREDICTION 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 informationEconomics 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 informationHomogenization of von Karman Plates Excited by Piezoelectric Patches
Hoffmann, K.-H.; Botkn, N. D.: Homognzaton of von Karman Plats 579 ZAMM Z. Angw. Math. Mch. 8 2) 9, 579 ±59 Hoffmann, K.-H.; Botkn, N. D. Homognzaton of von Karman Plats Ectd by Pzolctrc Patchs A modl
More informationDynamic 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 informationStatic/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 informationA 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 informationSpectral 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 informationElectrochemical 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 informationOutlier-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 informationLinear 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 informationShape 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 informationCOMPLEX 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 informationAPPLICATION 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 informationFINITE 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 informationGPC From PeakSimple Data Acquisition
GPC From PakSmpl Data Acquston Introducton Th follong s an outln of ho PakSmpl data acquston softar/hardar can b usd to acqur and analyz (n conjuncton th an approprat spradsht) gl prmaton chromatography
More informationThe Fourier Transform
/9/ Th ourr Transform Jan Baptst Josph ourr 768-83 Effcnt Data Rprsntaton Data can b rprsntd n many ways. Advantag usng an approprat rprsntaton. Eampls: osy ponts along a ln Color spac rd/grn/blu v.s.
More informationThe Finite Element Method: A Short Introduction
Te Fnte Element Metod: A Sort ntroducton Wat s FEM? Te Fnte Element Metod (FEM) ntroduced by engneers n late 50 s and 60 s s a numercal tecnque for solvng problems wc are descrbed by Ordnary Dfferental
More informationStretching 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 informationOPTIMAL 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 informationLecture 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 informationTwo-Temperature Plasma Modeling of Argon Gas Tungsten Arcs.
Ttl Autor(s) Two-Tmpratur Plasma Modlng of Argon Gas Tungstn Arcs Tasro, Snc; Tanaa, Manabu Ctaton Transactons of JWRI. 37(1) P.7-P.11 Issu Dat 2008-07 Txt Vrson publsr URL ttp://dl.andl.nt/11094/8887
More informationMultiple Choice Questions
B S. M. CHINCHOLE Multpl Co Qustons L. V. H. ARTS, SCIENCE AND COMMERCE COLLEGE, PANCHAVATI, NSAHIK - Pag B S. M. CHINCHOLE L. V. H. ARTS, SCIENCE AND COMMERCE COLLEGE, PANCHAVATI, NSAHIK - Pag B S. M.
More informationHeisenberg 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 informationEXTENDED 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 informationINTERFACE 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 information7 Finite element methods for the Timoshenko beam problem
7 Fiit lmt mtods for t Timosko bam problm Rak-54.3 Numrical Mtods i Structural Egirig Cotts. Modllig pricipls ad boudary valu problms i girig scics. Ergy mtods ad basic D fiit lmt mtods - bars/rods bams
More informationCHAPTER 11 CLOAKING IN TERMS OF NONRADIATING CANCELLING CURRENTS
CHAPTER 11 CLOAKING IN TERMS OF NONRADIATING CANCELLING CURRENTS Enrca Martn, Stfano Mac Dpartmnt of Informaton Engnrng, Unvrsty of Sna Va Roma 56, I-531 Sna, Italy E-mal: martn,macs@d.uns.t Artur D. Yagjan
More informationJournal 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 informationCopyright 2002 IFAC 15th Triennial World Congress, Barcelona, Spain
Copyrgt IFAC 1t Trnnal World Congrss, Barclona, Span ROBUST H-INFINITY REDUCED ORDER FILTERING F OR UNCER TAIN BILINEAR SYSTEMS H Souly Al, M Zasadznsk, H Rafarala y and M Darouac CRAN, IUT d Longy, Unvrst
More informationOptimal 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 informationInfluence 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 informationAn Overview of Markov Random Field and Application to Texture Segmentation
An Ovrvw o Markov Random Fld and Applcaton to Txtur Sgmntaton Song-Wook Joo Octobr 003. What s MRF? MRF s an xtnson o Markov Procss MP (D squnc o r.v. s unlatral (causal: p(x t x,
More informationConstitutive 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 informationAnalyzing 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 informationHeating 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 informationOn 2D Elliptic Discontinuous Galerkin Methods
On 2D Ellptc Dscontnuous Galrkn Mthods S.J. Shrwn Dpartmnt of Aronautcs Impral Collg London, UK J. Pró Dpartmnt of Aronautcs Impral Collg London, UK R.L. Taylor R.M. Krby School of Computng Unvrsty of
More informationGroup 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 informationΕρωτήσεις 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 informationA FE Method for the Computational Fluid Dynamics of Turbomachinery
SOCRATES Tachng Staff Moblty Program 999-000 DMA-URLS Lctur not on A FE Mthod for th Computatonal Flud Dynamcs of Turbomachnry Alssandro Corsn Dpartmnto d Mccanca Aronautca Unvrsty of Rom La Sapnza - Octobr
More informationREVIEW Lecture 16: Finite Volume Methods
2.29 Numrcal Flud Mchancs prng 2015 Lctur 17 REVIEW Lctur 16: Fnt Volum Mthods Rvw: Basc lmnts of a FV schm and stps to stp-up a FV schm On Dmnsonal xampls d x j x j1/2 Gnrc quaton: Lnar Convcton (ommrfld
More informationGeometrization of Monte-Carlo numerical analysis of an elliptic operator: strong approximation
C. R. Acad. Sc. Pars, Sr. I 338 004 481 486 Probablty Thory Gomtrzaton of Mont-Carlo numrcal analyss of an llptc oprator: strong approxmaton Ana Bla Cruzro a, Paul Mallavn b, Anton Thalmar c a Grupo d
More informationA FE Method for the Computational Fluid Dynamics of Turbomachinery
SOCRATES Tachng Staff Moblty Program 999-000 DMA-URLS Lctur not on A FE Mthod for th Computatonal Flud Dynamcs of Turbomachnry Alssandro Corsn Dpartmnto d Mccanca Aronautca Unvrsty of Rom La Sapnza - Octobr
More informationPhys 774: Nonlinear Spectroscopy: SHG and Raman Scattering
Last Lcturs: Polaraton of Elctromagntc Wavs Phys 774: Nonlnar Spctroscopy: SHG and Scattrng Gnral consdraton of polaraton Jons Formalsm How Polarrs work Mullr matrcs Stoks paramtrs Poncar sphr Fall 7 Polaraton
More informationSCRIBE: JAKE LEVINSON
GL n REPRESENTATION THEORY NOTES FOR 12-03 SCRIBE: JAKE LEVINSON As th th last lctur, ths on s basd on John Stmbrdg s papr: A local charactrzaton of smpl-lacd crstals, Trans. Amr. Math. Soc. 355 (2003),
More informationJournal 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 informationOn 2D elliptic discontinuous Galerkin methods
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING Int. J. Numr. Mth. Engng 26; 65:752 784 Publshd onln 9 Sptmbr 25 n Wly IntrScnc (www.ntrscnc.wly.com). DOI:.2/nm.466 On 2D llptc dscontnuous Galrkn
More informationMECH321 Dynamics of Engineering System Week 4 (Chapter 6)
MH3 Dynamc of ngnrng Sytm Wk 4 (haptr 6). Bac lctrc crcut thor. Mathmatcal Modlng of Pav rcut 3. ompl mpdanc Approach 4. Mchancal lctrcal analogy 5. Modllng of Actv rcut: Opratonal Amplfr rcut Bac lctrc
More informationFREE 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 informationSTABILIZED FINITE ELEMENTS IN GEOMECHANICAL APPLICATIONS
STABILIZED FINITE ELEMENTS IN GEOMECHANICAL APPLICATIONS S. Commnd GoMod consultng ngnrs, Lausann, Swtzrland Th. Zmmrmann Zac srvcs Ltd, Lausann, Swtzrland A. Truty Dpartmnt of Envronmntal Engnrng, Cracow
More informationFolding 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 informationChapter 6 Student Lecture Notes 6-1
Chaptr 6 Studnt Lctur Nots 6-1 Chaptr Goals QM353: Busnss Statstcs Chaptr 6 Goodnss-of-Ft Tsts and Contngncy Analyss Aftr compltng ths chaptr, you should b abl to: Us th ch-squar goodnss-of-ft tst to dtrmn
More informationFinite Element Method for Turbomachinery Flows
SOCRATES Tachng Staff Moblty Program 2000-200 DMA-URLS Fnt Elmnt Mthod for Trbomachnry Flos Alssandro Corsn Dpartmnto d Mccanca Aronatca, Unvrsty of Rom "La Sapnza" BUDAPEST Unvrsty of Tchnology and Economcs
More informationhorizontal 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( V ) 0 in the above equation, but retained to keep the complete vector identity for V in equation.
Cuvlna Coodnats Outln:. Otogonal cuvlna coodnat systms. Dffntal opatos n otogonal cuvlna coodnat systms. Dvatvs of t unt vctos n otogonal cuvlna coodnat systms 4. Incompssbl N-S quatons n otogonal cuvlna
More informationSelf-Adjointness and Its Relationship to Quantum Mechanics. Ronald I. Frank 2016
Ronald I. Frank 06 Adjoint https://n.wikipdia.org/wiki/adjoint In gnral thr is an oprator and a procss that dfin its adjoint *. It is thn slf-adjoint if *. Innr product spac https://n.wikipdia.org/wiki/innr_product_spac
More informationTHE 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 informationOptimal 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 informationRelate 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 informationBilayer Membrane in Confined Geometry: Interlayer Slide and Steric Repulsion.
layr Mmbran n onfnd Gomtry: Intrlayr Sld and Strc Rpulson. S.V. aoukna, S.I. Mukn Tortcal Pyscs Dpartmnt, Mosco Insttut for Stl and Alloys, Lnnsky Pr.,, 909 Mosco, Russa PAs: 68.5, 68.60-s, 87.6.Dg. Abstract
More informationExternal 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 informationΑ 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 informationEIGENVALUES AND EIGENMODES OF AN INCLINED HOMOGENEOUS TRUSS IN A ROTATIONAL FIELD
IVAUS AD IMODS OF A ICID HOMOOUS RUSS I A ROAIOA FID S. VAS RASIVAIA Unrsty of Braşo RO-536 B-dul rolor 9 Romana -mal: slas@untb.ro Rcd January 4 4 h tchncal alcatons of th last dcads ar assocatd to mchancal
More informationStudy 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 informationModelling of new generation plasma optical devices
NUKLEONIKA 216;61(2):27212 do: 1.1515/nuka-216-35 ORIGINAL PAPER Modllng of nw gnraton plasma optcal dvcs Irna V. Ltovko, Aly A. Goncharov, Andrw N. Dobrovolsky, Lly V. Nako, Irna V. Nako Abstract. Th
More informationThe van der Waals interaction 1 D. E. Soper 2 University of Oregon 20 April 2012
Th van dr Waals intraction D. E. Sopr 2 Univrsity of Orgon 20 pril 202 Th van dr Waals intraction is discussd in Chaptr 5 of J. J. Sakurai, Modrn Quantum Mchanics. Hr I tak a look at it in a littl mor
More informationDEFINITION OF PROPERTIES FOR OPAQUE SURFACES
DEFINITION OF PROPERTIES FOR OPAQUE SURFACES Emssvty Absorptvty Rflctvty - ty : ntnsv thortcal - anc : xtnsv xprmntal Emssvty blackbody ral surfac b Black and non-black surfacs Drctonal spctral mssvty
More informationST 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 informationPolynomial Regression Models
LINEAR REGRESSION ANALYSIS MODULE XII Lecture - 6 Polynomal Regresson Models Dr. Shalabh Department of Mathematcs and Statstcs Indan Insttute of Technology Kanpur Test of sgnfcance To test the sgnfcance
More information2. Grundlegende Verfahren zur Übertragung digitaler Signale (Zusammenfassung) Informationstechnik Universität Ulm
. Grundlgnd Vrfahrn zur Übrtragung dgtalr Sgnal (Zusammnfassung) wt Dc. 5 Transmsson of Dgtal Sourc Sgnals Sourc COD SC COD MOD MOD CC dg RF s rado transmsson mdum Snk DC SC DC CC DM dg DM RF g physcal
More informationDisplacement 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 informationAS 5850 Finite Element Analysis
AS 5850 Finit Elmnt Analysis Two-Dimnsional Linar Elasticity Instructor Prof. IIT Madras Equations of Plan Elasticity - 1 displacmnt fild strain- displacmnt rlations (infinitsimal strain) in matrix form
More information1- 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 informationDynamic 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 informationLecture 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 informationANALYTICITY 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 informationFakultät 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 informationThe root mean square value of the distribution is the square root of the mean square value of x: 1/2. Xrms
Background and Rfrnc Matral Probablty and Statstcs Probablty Dstrbuton P(X) s a robablty dstrbuton for obsrvng a valu X n a data st of multl obsrvatons. It can dscrb thr a dscrt ( = 1 to N) data st or
More informationReview - 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 informationAN UPSTREAM PSEUDOSTRESS-VELOCITY MIXED FORMULATION FOR THE OSEEN EQUATIONS
Bull. Koran Math. Soc. 51 014), No. 1, pp. 67 85 http://dx.do.org/10.4134/bkms.014.51.1.67 AN UPSTEAM PSEUDOSTESS-VELOCITY MIXED FOMULATION FO THE OSEEN EQUATIONS Eun-Ja Park and Boyoon So Abstract. An
More information