Meso- and Macroscopic Models for Fiber-Reinforced Concrete
|
|
- Dana Park
- 6 years ago
- Views:
Transcription
1 Meo- an Maroopi Moel or Fiber-Reinore Conree Sonia M. Vreh & Guillermo e CONICT, Univeriie o Tuuman an Bueno Aire, Argenina. Günher Mehke Iniue or Sruural Mehani, Ruhr Univeriy Bohum, Bohum, Germany. Anonio Caggiano & nzo Marinelli Darmen o Civil ngineering, Univeriy o Salerno, Fiiano (SA), Ialy. ABSTRACT: Fiber reinore onree i analyze an moele a wo ieren level o obervaion. On he one han, a maroopi ormulaion bae on he non-linear miroplane heory i preene. Following approahe reenly propoe in Pieruzzak & Winniki (23) an Manzoli e al. (28), he mixure heory i ue o eribe he ouple aion beween onree an he iber reinoremen. The paraboli Druker- Prager maximum rengh rierion i oniere a he miroplane level. Po-peak behavior i ormulae in erm o he raure energy releae uner moe I an/or II ailure moe. On he oher han, a meoopi moel o iber reinore onree (FRC) i alo preene whih i bae on hree oniuen: aggregae, morar an aggregae-morar inerae. Aggregae are oniere o be elai while rak are rreene in a iree orma by mean o inerae elemen. The preene o eel iber i oniere wihin he ramework o he mixure heory. Conequenly, morar-morar inerae aoun or boh iber-morar eboning an owel ee aoring o he iber volume onen. Aer eribing he oniuive moel he paper oue on numerial analyi o FRC ailure behavior inluing re-analyze o he experimenal e o Haanzaeh (199). The apabiliie an horoming o boh approahe or FRC ailure analye are evaluae. 1 INTRODUCTION Funamenal eiienie o emen-bae maerial like onree an morar uh a low enile rengh an brilene an be miigae by aing eel iber ino he marix. Fiber play a major role in he po-raking behavior o iber reinore morar ompoie (FRMC) by briging he rak an proviing reiane o he rak opening proe. Aually, FRMC may ahieve quai-uile repone exhibiing rain-harening repone wih muliple rak an relaively large energy aborpion prior o raure loalizaion. In hi ae he ompoie ake he name o high perormane eel iber reinore morar ompoie (HPFRMC). Regaring ruural behavior o onree member, he aiion o iber lea alo o igniian improvemen in he uiliy in pre- an po-peak regime a well a in he enile peak re. Thi i a onequene o he inreae o iipaion aribue o he aion o he iber briging opening mirorak an he reuion o volumeri expanion in he low oninemen regime. Oher relevan avanage aribue o FRMC i he reue waer permeabiliy. Dieren approahe on ieren ale have been propoe or he moeling o FRMC. They an be broaly aegorize a ollow: Miro-ale moel (more orrely enoe a meo-ale moel): moel whih eribe he ineraion among he phae o he ompoie maerial, i.e. iber, marix, ine an oare aggregae, an ineraial zone beween hem on he ale o he iniviual iber. Maro-ale moel: he iber an he marix inie he FRMC a hi ale o obervaion are iniinguihable. In hi onex FRMC i oniere a a homogeneou maerial. Among oher, we reer o he maroale moel or FRMC by Hu e al. (23) who propoe a ingle mooh biaxial ailure urae or eel iber reinore onree (SFRC), he propoal by Seow & Swaiwuhipong (25) bae on a ive parameer ailure rierion or FRC wih raigh an hooke iber an ha o Minelli & Vehio (26) bae on a moiiaion o he ompreion iel heory. Oher relevan work
2 are hoe by Guema (23), Pyl (23), e. Sruural-ale moel: hee moel apure he eene o he maerial behavior a he ruural level, or example, roeional momen veru urvaure behavior or panel hear ore veru laeral iplaemen. Semi-analyial moel, or he lexure behavior o iber-reinore onree (FRC) maerial, bae on he equilibrium o ore in he riial rake eion, have been propoe by Zhang & Sang (1997). Sang & Oleen (1998) preen a eign approah or iber reinore onree ruure. Lee & Barr (23) haraerize he omplee loa/re-eormaion urve, uner variou loaing oniion, uing one oninuou our-exponenial union. Muli-ale moel: he perormane o hee moel are bae on oupling ingreien o ieren ale moel: miro, meo, maro an ruural moel (e.g. Kabele (22)). The preen work eal wih ailure analyi o FRC maerial a he maro an meoopi level o obervaion. Boh approahe ue he ompoie heory a a bai or he imulaion o he ineraion beween marix an eel iber. The main aim o hi reearh i he evaluaion o unamenal properie a he meoopi level onrolling he mehanial repone behavior o FRMC uring monooni loaing beyon he elai range. To hi en, maroopi oniuive ormulaion whih inorporae inormaion on he ibre-morar-ineraion a he meo-level i ue. For he 2D meoopi analyi in hi work a new mehoology i ollowe bae on oniering FRMC a a hree phae maerial: aggregae, morar an he inerae beween he oher wo oniuen. The non-linear behavior o eel iber reinore morar i apure by mean o zero-hikne join elemen. To hi en he original inerae moel by Carol e al. (1997) i reormulae o inlue he ineraion beween eel iber an morar bae on he ompoie heory by Manzoli e al. (28). The maroopi approah i bae on he miroplane heory ombine wih he low heory o plaiiy an he paraboli Druker-Prager maximum rengh rierion. In hi ae, he ompoie heory aoun or he ineraion beween eel iber an onree (inluing he ee o aggregae a he maroopi level). The numerial analyi preene in hi work inlue preiion o boh approahe o FRC ailure behavior in ire hear an uniaxial raion. Alo he re pah o experimenal e are oniere. The reul emonrae he poenial o he meoopi approah in hi work o evaluae relevan ape o FRC uh a he inluene o he aggregae maximum ize, o he raio beween hi ize an he iber lengh, an o he ailure mehanim o hi omplex maerial. On he oher han, he miroplane bae heory or maroopi evaluaion o FRC ailure behavior allow he onieraion o arbirary an muliple ireion or eel iber an, evenually, o non-homogeneou maerial. The nex o hi reearh onier he inluion o rain graien in he oniuive ormulaion o he miroplane o apure he ize ee o FRC an, pariularly, he inluene o he raio beween maximum aggregae ize an he iber lengh. 2 CONSTITUTIV MSO-MCHANICAL MODL N Fraure analyi o FRMC on he meo-level ollow he approah propoe by Vonk (1992) an hen alo ue by Lopez e al. (28a,b). While oninuum morar elemen are aume a linear elai, he non-linear iipaive behavior o plain an iber reinore morar i ully loalize in he inerae elemen. Aoring o he bai hypohei o he mixure heory, he ompoie i oniere a a oninuum in whih eah ininieimal volume i ieally oupie imulaneouly by all oniuen. In he plane o he inerae, all oniuen are ubjee o he ame rain iel an he orreponing ompoie ree are given by he weighe (in erm o he volume raion) um o he oniuen ree. Being u he inerae relaive iplaemen veor, axial iplaemen o he iber (in n ireion) i given by u = u n, while in he ranveral ireion, u T = u nt, being he uni veor perpeniular o n, ee Figure (1). Conequenly, he axial an angular iber rain are given by ε = u / l an γ T T repeively, being iber. = u / l N l he lengh o he Figure 1: Shemai oniguraion o join roe by one iber N
3 Similarly o he low heory o plaiiy, he inerae oniuive moel i ormulae in rae orm. Aoring o he ompoie heory, he rae o he re veor & = [ σ &, τ] & in he inerae plane i alulae a he um o eah oniuen weighe by he volumeri raion, k & m m k & + k σ& N + ( ε& ) n k & τ (& γ )( n ) = (1) The uperrip m an reer o morar marix an iber, repeively, while mean he ranpoiion operaion or enor. The inremenal re-iplaemen relaion o he propoe ompoie join moel an be expree in ompa orm a & = u& (2) where he oniuive angen marix T T i m = k C + k n n + k (3) Wih G C / l G l ( nt ) nt = / u, = σ / ε N an = τ γ a angen operaor eine in he T ollowing eion. General ape o he oniuive ormulaion, whih moel he ioninuiy behavior a he inerae in preene o eel iber, are he ollowing: Fraure energy-bae join oniuive law: he oniuive moel i ormulae in erm o normal an hear ree on he inerae plane, an orreponing relaive iplaemen. The ailure rierion ( F = ) o he inerae moel i eribe by he hrearameer hyperbola by Carol e al. (1997). Main eaure o he elaoplai inerae moel ormulaion are ummarize in he Seion 2.1. Fiber bon-lip ee are oniere a a ombinaion o he uniaxial elao-plai moel, or iber, an a uniaxial eboning iipaive moel or he inerae morariber, reuling in a global oniuive moel or he oniuen lipping iber. Dowel aion o reinoremen hor iber roing rak in morar i moele in a meare manner. Beam on elai ounaion heory i uilize o erive he owel ore-iplaemen law, whih i expree in erm o owel re an rain in orer o be ompaible wih he previouly iniae oniuive law. Boh he bon-lip axial moel o he iber an he owel aion o hor iber reinoremen roing rak in morar/onree are imilarly oniere in boh meo- an maroopi approahe. Thee moel are eaile in Seion Fraure-bae inerae oniuive moel In hi eion, he inerae moel, originally propoe by Gen e al. (1988), i ummarize. The elao-plai ormulaion o he inerae moel in rae orm i eine by u & & + & u el r = u u (4) el 1 & = C & r ( u& u& ) (5) & = C (6) where u & = [ u &, v& ] i he rae veor o relaive iplaemen, eompoe ino he elai an rak el r opening omponen u& an u&, repeively. C eine a ully unouple normal/angenial elai ine a he inerae kn C = (7) k The yiel-loaing oniion o he inerae oniuive moel i eine a F ( σ an φ) 2 + ( + χ anφ) 2 = τ 2 (8) wihτ an σ a he inerae re omponen. The enile rengh χ (verex o he hyperbola), he hear rengh (oheion rengh) an he inernal riion angle φ are moel parameer. In q. (8), wo limi iuaion an be iinguihe: (a) raking uner pure enion, wih zero hear re (Moe I), when he yiel urae i reahe along he horizonal axi, an (b) raking uner hear an very high ompreion, when he yiel urae i reahe in i aympoi region, where he hyperbola approahe a Mohr-Coulomb rierion. The la one i alle aympoi Moe II (or Moe IIa). The evoluion o raure proe i riven by he raking parameer χ an, whih en on he energy releae uring inerae egraaion W r. Deail are given in Carol e al. (1997). 3 MACROSCOPIC MODL BASD ON MICROPLAN THORY For he meoopi analyi o FRC ailure behavior a raure energy-bae elaoplai miroplane moel wa evelope. Inea o he exiing pherial miroplane moel, ee a. o. Beghini e al. (27), Carol e al. (21), Kuhl e al. (21), he propoe oniuive heory onier a 2D re an rain iel uing ik miroplane aoring o he propoal by Park & Kim (23). A a reul, a reue number o miroplane i require. Aoring o hi approah,
4 he iber-reinore onree i iealize a a ik o uni raiu an onan hikne b, whih agree wih ha o he analyze maerial pah. The ollowing aumpion are oniere: Maroopi ree are uniorm in he ik an are equilibrae by he urae raion on he miroplane. Miroopi rain in normal (ε ) an angenial ( γ r ) ireion o eah miroplane wih normal ireion n, are obaine rom maroopi rain ε (kinemai onrain) ε = n n ε (9) i j ij [ n i δ jr + n j ir 2nin j nr ] ε ij 1 γ r = δ (1) 2 Normal an angenial miroopi ree = [ σ, τ r ] are obaine rom he miroopi ree energy poenial σ = mi [ ρψ ] [ ψ ], ρ mi ε τ r = γ r (11) wih ρ enoing he maerial eniy. The maroopi ree-energy poenial per uni ma o maerial in iohermal oniion, ( ε,κ) ma ψ, wih κ a e o hermoynamially onien inernal variable, reul ma 1 mi ψ = ψ ( ε, κ) V (12) bπ V wih V a he ik volume. 3.1 Miroplane oniuive law The miroplane oniuive law i bae on he mixure heory by Trueell & Toupin (196) an, imilarly o he inerae moel ormulaion ue in he analyi a he meoopi level o obervaion, on he hypohei o FRC o be rreene by a ompoie moel (Oliver e al. (28)). Then, he rae o re veor & a eah miroplane i obaine by q. (1) where uperrip m reer now o he onree marix variable. The oniuive moel o he onree marix i bae on he paraboli Druker-Prager rengh rierion. The yiel oniion in harening/oening regime i eine by he uniie equaion F (,k) = β J + α p ( K( )) (13) 2 κ in erm o he preure p, he eon invarian o he eviaori re enor J 2, he iipaive plai re K in erm on he rain-like inernal variable κ, an he riion an oheion parameer α an β, repeively, ha are eine a union o he uniaxial ompreion an enile rengh,, repeively, aoring o ( ) 3 3 α =, = an β (14) The evoluion o he inernal variable i eine in erm o he plai parameer rae λ & a F & κ = = & λ K (15) A non-aoiae low i aope in orer o avoi he exeive inelai ilaany. The plai poenial i bae on a volumeri moiiaion o he yiel oniion in he ompreive regime. Then, he graien enor m o o he plai poenial an be obaine by a moiiaion o he graien enor n σ o he yiel urae a nσ i p > m = p (16) 1 nσ i < p < pil pil where p il i a moel parameer rreening he value a whih he ilaany vanihe, ee Figure (2). In he po-peak regime he evoluion o he iipaive re, ue o miro-raure proe a he miroplane level, i eine hrough he homogenizaion proe o he raure energy releae uring rak ormaion wih he plai iipaion o an equivalen oninuum, imilarly o he raure energy-bae plaiiy moel by Willam e al. (1985) an e & Willam (1994), a I = h G K& 1 exp 5 ε& IIa r (17) ur G wih he equivalen raure rain & ε & r = m I κ (18) where h rreen he haraerii lengh aoiae wih he aive raure proe an, more peiially, he iane or araion beween mirorak. Moreover, u r rreen he maximum rak opening iplaemen in moe I ype o ailure. G an G are he raure energie in moe I I IIa an II o ailure, repeively. The MAuley brake in q. (18) iniae ha only enile prinipal plai rain onribue o he raure rain uring raure proe. In he peial ae o uniaxial enion ae, he evoluion o he iipaive re an be obaine wih he impliie expreion
5 Figure 2: Maroopi oniuive moel. = h K& 1 exp 5 ε& r (19) ur 4 FIBR-MORTAR/CONCRT INTRACTION In hi eion he moel or he ineraion beween eel iber an morar (meoopi moel), a well a eel iber an onree (maroopi moel), oniering he bon-lip an owel ee, are preene. 4.1 Bon-lip axial moel o he iber The uniaxial behavior o he eel iber i approimae by mean o a imple 1D elao-plai moel. The ollowing e o equaion i oniere & ε & + & el p = ε ε (2) & σ el & = (21) ε p (& ε & ε ) & σ = (22) where he rae o he axial iber rain ε& i eompoe ino a elai par an a plai omponen, ε& el p an ε&, repeively. rreen an equivalen uniaxial elai moulu inluing he uniaxial repone o he eel an he bon-lip ee o he hor reinoremen. σ& i he rae o bon-lip axial re o he eel iber. The yiel rierion, in enion a well a in ompreion, i rreene by he ollowing expreion ( Q ) F = σ σ + (23) y, where σ y, i he elai limi. The evoluion, in he po-elai regime o he 1D urae i riven by he re-like inernal variable Q, given in inremenal orm a Figure 3: Uniaxial bon-lip moel or he iber. & = & λ H (24) Q p // wih & ε & λ F / σ = & λ ign[ σ ] = rreening he plai low law, & λ i he non-negaive plai muliplier an H i he harening/oening moulu. The inremenal re-rain relaionhip i & σ = & ε (25) where he elao-plai angen moulu ake he wo ollowing iin ollowing value, ee Figure (3) = = 1 /H + 1 lai repone (26) lao - plai regime I i aume ha he iber rain ε i eompoe in wo aiive par, one ue o he inrini iber uniaxial eormaion ε an anoher one aoiae wih he inerae eboning ε ε = ε + ε (27) Auming a erial moel oniue by he iber an he iber-morar join he orreponing oal eormabiliy 1 / i given by 1 / 1 / 1 / = + (28) where an are he eel Young moulu an an equivalen elai moulu o marix-iber inerae, repeively. Two limi iuaion an be reognize: : he ine o he omplee ruure beome null an he ee o he iber vanihe. : rreen he ae o a pere aherene beween marix-iber.
6 In hi onex, an o omplee he bon-lip axial oniuive moel preene by he q. (2) o (26), he ollowing maerial parameer are eine σ = min[ σ, ] (29) y, y, σ y, H H I σ y, < σ = H oherwie y, y, (3) in whih σ y, an σ y, are he maerial yiel re an he equivalen inerae elai limi, repeively; while he uper-inie an reer o eel an eboning, repeively. The parameer, σ an H require or he bon/lip moel haraerizaion an be alibrae rom a imple pull-ou e (Oliver e al. 28). 4.2 Dowel aion o reinoremen hor iber roing rak in morar marix. The owel ee o iber roing rak in morar, i aken aoun in he join moel by mean o a 1D hear re-rain elao-plai oniuive moel, imilar o he previouly menione one or he axial re-rain. In hi ae, he ollowing equaion are uilize & γ & γ + & γ el pl = (31) & τ el & = (32) γ G pl (& γ & ) & τ = (33) G γ being γ& he rae o he hear iber rain, whih i eompoe ino a elai an a plai par, el γ& an pl γ&, repeively. G rreen he hear moulu, while τ& i he rae o owel hear re o he ineraion beween iber-marix. The moel i omplee wih: yieling rierion, imilar o q. (23); harening/oening law, imilar o q. (24). The inremenal hear re-rain relaion, an be wrien a & τ = & γ (34) G where, in a imilar manner a in he bon moel, he angen hear moulu G ake he wo iin ollowing value G G = G = G 1 G /H ow + 1 elai repone plai regime (35) Figure 4. Dowel ee bae on Winkler beam heory. ow H i he harening/oening moulu o he uniaxial owel moel, ommonly aume a H ow =. Dowel ee an be analyze reaing eah reinoremen iber a beam on elai ounaion (Winkler heory) o eal wih he ineraion beween he iber an he urrouning morar (He an Kwan, 21, Rumanu an Mehke, 21). The iber an be reae a a emi-ininie beam on he elai ounaion, loae wih a onenrae loa a one exreme rreening he owel reulanv. The analyial oluion o he beam on elai ounaion in Figure (4) reul in he ollowing ore-iplaemen relaionhip V - 3 V = I λ (36) 4 in whih I = π / 64 i he momen o ineria o he iber ( iameer o he iber) an λ parameer rreening he relaive ine beween he iber an he ounaion, eine a k λ 4 (37) = 4 I Thereby i k he ounaion moulu o he urrouning morar ha govern he owel ine. xperimenal aa, available or RC peimen (Dei Poli e al. 1992), how ha he ame oeiien ake 3 value ranging rom 75 o 45 N/mm. Oher e (Sorouhian e al. 1987) how ha he oeiien k inreae a he rengh o urrouning morar inreae an when he volume raion o he reinoremen inreae. An equivalen hear elai moulu an be alulae a 3 L 3 V = I λ = G A G = I λ (38) L A 2 where A = π / 4 i he ro area eion o he bar. A he limi age, loal ruhing o he urrouning morar an/or yieling o he owel bar our. Bae on experimenal reul or RC peimen, he
7 ollowing equaion ha been propoe by Dulaka (1972) or he owel ore a he limi age V u = k σ (39) ow 2 y, In (39) k ow i a non-imenional oeiien ( k ow = 1. 27, or RC-ruure), while i he ompreive rengh o he onree or he urrouning morar. Finally, he equivalen hear yiel re, reul a V τ y, u τ y, = (4) A 5 NUMRICAL ANALYSIS In hi eion numerial analye are perorme wih boh he meoopi an maroopi moel an oniering ailure behavior o FRMC an FRC, repeively. 5.1 Meoopi evaluaion o FRMC ailure Behavior To evaluae he preiive apabiliie o he propoe non-linear iipaive inerae moel or FRMC he elemen pahe hown in Figure (5) are oniere. Thereby, one inerae elemen i plae beween 2D plane re ioparameri our noe elemen ubjee o he iniae bounary oniion in erm o impee iplaemen. A iniae in he ame Figure (5) ix ieren ae are oniere wih one, wo, hree, ive, even an nine eel iber roing he inerae elemen (all o hem having he ame iameer ). Firly, a uniaxial enile e i perorme by impoing homogeneou verial iplaemen o all our noe o he upper quarilaeral elemen. The reul in erm o verial nominal re v. verial iplaemen are hown in Figure (6) when he e i perorme wih ieren amoun o iber roing he inerae ( = onan =.8mm), an in Figure (7) where he peii ae o 5 iber are oniere bu wih ix ieren value o. The reul in Figure (6) an (7) iniae ha he propoe moel i able o rroue he eniiviy o FRMC regaring peak loa an po-peak uiliy o boh he amoun o iber an he iameer o he iber (when equal number o iber are oniere). Moreover, he eniiviy o he po-peak uiliy i igniianly more imporan han ha o Figure 5: Inerae oniguraion wih: (a) one, (b) wo, () hree, () ive, (e) even an () nine eel iber ( = :8mm). he peak loa wih repe o iber amoun an iameer. Po-peak repone in boh igure how inreaing reloaing ee wih he inremen in he amoun an iameer o he iber. Thi i ue o he inreaing ompoie (inhomogeneiy) ee ha reul by enlarging he amoun or iameer o he iber. Figure (8) an (9) how he moel perormane when ompare again he experimenal reul by Haanzaeh (199) (inlue wih oe line). Thee e are haraerize by impoing ombine normal an hear relaive iplaemen o a eveloping rak in a primai onree peimen 2 o.7.7 m quare ro eion wih a.15m e noh. During ir par o he numerial e, a pure enion re ae i impoe unil he peak rengh i reahe. From ha poin, normal an hear relaive iplaemen are applie imulaneouly in a ixe proporion haraerize by a onan value o he relaion an θ = u/v, wih u an v he normal an angenial relaive inerae iplaemen, repeively. Thee e were reanalyze wih θ = 3 an θ = 6, boh or =.8mm. Moel parameer value ue in hee numerial analyi are: k N = 2 MPa/m, k T = 2 MPa/m, an φ =.9, χ = 2.8MPa, I = 7.MPa, G =.1N/mm, σ il = 3 MPa, α χ = an α =, or he inerae, while ν =. 2 an m = 25 MPa, were ue or he elai moulu an he Poion raio, repeively, or he morar. Reul in Figure (8a) how, a expee, ha he angenial an normal iplaemen onrol in he eon par o he Haanzaeh e or θ = 3 i reponible or a ronger oening o he normal enile re han in ae o he pure enion e.
8 Figure 6: Normal re v. verial iplaemen perorme wih ieren amoun o iber wih = onan =.8mm. Figure 8: Single rak roe by iber: numerial e wih θ = 3, = onan =.8mm an ieren number o iber: (a) normal re v. relaive iplaemen an (b) hear re v. relaive iplaemen. Figure 7: Normal re v. verial iplaemen perorme wih ix ieren value o ( n = onan = 5 ). The iber onen ae mainly he la porion o he urve in he reloaing zone. Wih oher wor, he rong po-peak ereae (onnee wih evere raking) in he ir porion o he oening regime o hi e praially uppree he iber onribuion o he uiliy (o ompare he reul wih ha orreponing o plain morar). In onra, reul in erm o hear re v. angenial relaive iplaemen in Figure (8b) how relevan iber onribuion in he pre- an po-peak regime a well a in he maximum rengh. When omparing hee urve wih reul in Figure (9a) an (9b) we oberve, a expee, le evere oening boh in normal an hear re omponen. Moreover, only in ae o plain morar or low onen o iber he oening branh lea o zero in he ompreive regime o he normal re. Wih hree iber (or more hen hree) he oening regime ully remain in he enile regime iniaing a igniian inreae o he uiliy a ompare o plain morar ae. In onluion, he propoe inerae moel or meoopi analye o FRMC ailure behavior eem o provie realii preiion o peak ree, uiliy an po-peak behavior o hi maerial when ieren iber ireion an iber onen are oniere roing a ingle rak. 5.2 Maroopi valuaion o Failure Behavior o FRC To evaluae he apabiliie o he propoe maroopi moel bae on miroplane heory o imulae ailure behavior o FRC, preliminary numerial uie oniering a uniireional an an ioropi iribuion o iber, are perorme. A ingle elemen problem in plane rain oniion an ubjee o a homogeneou re/rain ae i oniere. The onree marix i haraerize by he ollowing maerial parameer = 19MPa, ν =. 2, = 22MPa, = 3.MPa, h = 18mm, u r =.127 mm, G /G = 1, p il / = 1. 2 Fiber maerial parameer are hoe o Subeion 5.1. Firly, a uniaxial enile e i perorme. Reul or iber oriene in he loaing ireion an wih ioropi iribuion o iber are illurae in Figure (1) an (11). Dieren volume onen V IIa I. o he iber are oniere inluing he exreme ae o plain onree ( V = ).The elai ine inreae in ae o bia iber a ompare o he plain onree ae an wih he inremen o V.
9 Figure 1: Uniaxial enile e or miroplane moel. Fiber oriene in loaing ireion. Figure 9: Single rak roe by iber: numerial e wih θ = 6, = onan =.8mm an ieren number o iber: (a) normal re v. relaive iplaemen an (b) hear re v. relaive iplaemen. In boh ae o iber orienaion a ligh inreae o he peak enile rengh an a re-iening ee in po-peak regime are oberve. Figure (12) an (13) how he reul obaine in he uniaxial ompreion e when boh uniaxially oriene iber an an ioropi iribuion o iber ireion are oniere. In ae o bia iber, a expee, he ine in he pre-peak regime an he overall iipae energy uring po-peak regime inreae wih V. 6 CONCLUSIONS Meoopi an maroopi moel or iber reinore emen ompoie maerial were preene. The meoopi moel ake ino aoun a hree phae meoruure ompoe by elai aggregae, morar an morar-aggregae inerae. Thi moel alo inlue morar-morar inerae o imulae he iipaive repone behavior o hi oniuen. The maroopi moel i ormulae wihin he heoreial ramework o miroplane heory. Boh he inerae moel an he miroplane moel or meo- an maroopi analye, repeively, are bae on low rule o plaiiy, mixure heory by Trueell & Toupin (196) an ompoie Figure 11: Uniaxial enile e or miroplane moel. Ioropi iribuion o iber. moel by Oliver e al. (28). The ineraion beween eel iber an morar/onree aoiae wih eboning an owel ee are oniere in boh moel. Preliminary numerial uie preene in hi paper emonrae (parially on a onual level) heir apabiliie o rroue he mo relevan ape o ailure behavior o eel iber reinore onree uner enile, hear an ompreive ree. 7 ACKNOWLDGMNTS The ir wo auhor aknowlege inanial uppor or hi work by FONCYT (Argenine ageny or reearh & ehnology) hrough Gran PICT1232/6, an by CONICT (Argenine ounil or iene & ehnology) hrough Gran PIP621/5. 8 RFRNCS Beghini, A., Bazan, Z.P., Zhou, Y. Gouiran, O. an Caner,
10 Figure 12: Uniaxial ompreion e or miroplane plaiiy. Fiber oriene in loaing ireion. Figure 13: Uniaxial ompreion e or miroplane plaiiy. Ioropi iribuion o iber. F.C. 27. Miroplane Moel M5 or Muliaxial Behavior an Fraure o Fiber-Reinore Conree. Journal o ngineering Mehani. 133: Carol, I., Pra, P.C. an Lopez, C.M Normal/hear raking moel: Appliaion o iree rak analyi. Journal o ngineering Mehani. 123(8): Carol, I., Jiraek, M. an Bazan, Z. 21. A hermoynamially onien approah o miroplane heory. Par I. Free energy an onien miroplane ree. Inernaional Journal o Soli an Sruure. 38: Dei Poli, S., Di Prio, M. an Gambarova, P.G Shear repone, eormaion, an ubgrae ine o a owel bar embee in onree. ACI Sru. J. 89(6): Dulaka, H Dowel aion o reinoremen roing rak in onree. ACI J. 69(12): e, G. an Willam, K A raure energy-bae oniuive heory or inelai behavior o plain onree. J. ngineering Mehani, ASC. 12, Gen, A., Carol, I. an Alono, An inerae elemen ormulaion or he analyi o oil-reinoremen ineraion. Compu. Geoehni. 7: Guema, T. B. 23 in Beirag zur realianahen Moellierung un Analye von ahlaerverarken Sahlbeon un Sahlbeonlahenragwerken. PhD Thei. Univ. Kael. Haanzaeh, M Deerminaion o raure zone properie in mixe moe I an II. ngineering Fraure Mehani. 35 (4/5): He, X. an A. Kwan (21). Moeling owel aion o reinoremen bar or inie elemen analyi o onree ruure. Compuer an Sruure 79, Hu, X. D., Daz, R. an Dux, P. 23. Biaxial ailure moel or iber reinore onree. Journal o maerial in ivil engineering. 15(6): Kabele P. 22. quivalen oninuum moel o muliple raking. ngineering Mehani. 9(1/2): Kuhl,., Seinmann, P. an Carol, I. 21 A hermoynamially onien approah o miroplane heory. Par II. Diipaion an inelai oniuive moeling. Inernaional Journal o Soli an Sruure. 38: Lee, M. K. an Barr, B. I. G. 23. A ourexponenial moel o eribe he behavior o ibre reinore onree. Maerial an Sruure. 37 (7): Lopez, C. M., Carol, I. an Aguao, A. 28a. Meo-ruural uy o onree raure uing inerae elemen. I: numerial moel an enile behavior. Maerial an Sruure. 41: Lopez, C. M., Carol, I. an Aguao, A. 28b. Meo-ruural uy o onree raure uing inerae elemen. II: ompreion, biaxial an Brazilian e. Maerial an Sruure. 41: Manzoli, O.L., Oliver, J., Huepe, A.. an Diaz, G. 28. A mixure heory bae meho or hree-imenional moeling o reinore onree member wih embee rak inie elemen. Compuer an Conree. 5(4): Minelli, F. an Vehio, F. J. 26. Compreion Fiel moeling o iber-reinore onree member uner hear loaing. ACI Sruural Journal. 16(2): Oliver, J., Linero, D.L., Huepe, A.. an Manzoli, O.L. 28. Two-imenional moeling o maerial ailure in reinore onree by mean o a oninuum rong ioninuiy approah. Compu. Meho Appl. Meh. ngrg. 197: Park, H. an Kim, H. 23. Miroplane moel or reinoreonree planar member in enion-ompreion. Journal o Sruural ngineering. 129: Pyl, T. 23 Tragverhalen von Sahlaerbeon. PhD. Thei. igenihen Tehnihen Hohhule Zrih. Swizerlan. Pieruzzak, S. an Winniki, A. 23. Coniuive Moel or Conree wih mbee Se o Reinoremen. Journal o ngineering Mehani. 129(7): Rumanu,. an Mehke, G. 21. Homogenizaion-bae moel or reinore onree. Compuaional Moeling o Conree Sruure (URO-C 21), in prin. Seow, P.. C. an Swaiwuhipong, S. 25. Failure Surae or Conree uner Muliaxial Loa - a Uniie Approah. Journal o Maerial in Civil ngineering. 17(2): Sorouhian, P., Obaeki, K., Roja, M.C Bearing rengh an ine o onree uner reinoring bar. ACI Maer. J. 84(3): Sang, H. an Oleen, J. F On he inerpreaion o bening e on FRC maerial. Fraure Mehani o Conree Sruure. 1: Trueell, C. an Toupin, R The laial iel heorie. Hanbuh er Phyik, Springer Verlag, III/I, Belin. Vonk, R Soening o onree loae in ompreion. Ph.D. hei, Tehnihe Univeriei inhoven, Pobu 513, 56 MB inhoven, he Neherlan. Willam, K., Hurbul, B. an Sure, S xperimenal an oniuive ape o onree ailure. In US-Japan Seminar on F..Anal. o R.C.Sru. ASC-Speial Publi Zhang, J. an Sang, H Appliaion o Sre Crak Wih Relaionhip in Preiing he Flexural Behavior o Fibre - Reinore Conree. Cemen an Conree Reearh. 28 (3):
Analysis of Members with Axial Loads and Moments. (Length effects Disregarded, Short Column )
Analyi o emer wih Axial Loa an omen (Lengh ee Diregare, Shor Column ) A. Reaing Aignmen Chaper 9 o ex Chaper 10 o ACI B. reenaion o he INTERACTION DIAGRA or FAILURE ENVELO We have een ha a given eion an
More informationConfined reinforced concrete beam. Soumis le 14/02/1999 Accepté le 03/06/2000
Conine reinore onree beam Soumi le 4/0/999 epé le 03/06/000 Réumé Dan e arile, un moele pour le béon armé oniné e propoé. La relaion e Ken e Park e généraliée pour prenre en ompe l ee e armaure longiuinale,
More informationCrack width prediction in RC members in bending: a fracture mechanics approach
Cra widh prediion in RC member in bending: a raure mehani approah S. Saey Aian Proeor in Civil Engineering, B. M. S. College o Engineering, Bangalore, India D. Binoj Po Graduae Suden, B. M. S. College
More information5.2 Design for Shear (Part I)
5. Design or Shear (Par I) This seion overs he ollowing opis. General Commens Limi Sae o Collapse or Shear 5..1 General Commens Calulaion o Shear Demand The objeive o design is o provide ulimae resisane
More information1.054/1.541 Mechanics and Design of Concrete Structures (3-0-9) Outline 10 Torsion, Shear, and Flexure
.54/.54 Mehani and Deign of Conree Srre Spring 4 Prof. Oral Bkozrk Maahe Inie of ehnolog Oline.54/.54 Mehani and Deign of Conree Srre (3--9) Oline orion, Shear, and Flere orion o Sre diribion on a ro eion
More informationConcrete damaged plasticity model
Conree damaged asiiy model Conree damaged asiiy model is a maerial model for he analysis of onree sruures mainly under dynami loads suh as earhquakes(only aes an be analyzed under he dynami loads like
More informationBuckling of a structure means failure due to excessive displacements (loss of structural stiffness), and/or
Buckling Buckling of a rucure mean failure due o exceive diplacemen (lo of rucural iffne), and/or lo of abiliy of an equilibrium configuraion of he rucure The rule of humb i ha buckling i conidered a mode
More information1.054/1.541 Mechanics and Design of Concrete Structures (3-0-9) Outline 5 Creep and Shrinkage Deformation
1.54/1.541 Mehanis and Design of Conree ruures pring 24 Prof. Oral Buyukozurk Massahuses Insiue of Tehnology Ouline 5 1.54/1.541 Mehanis and Design of Conree ruures (3--9 Ouline 5 and hrinkage Deformaion
More informationOPTIMUM PIEZOELECTRIC BENDING BEAM STRUCTURES FOR ENERGY HARVESTING USING SHOE INSERTS I. INTRODUCTION
OPTIMUM PIEZOELECTRIC BENDING BEAM STRUCTURES FOR ENERG HARVESTING USING SHOE INSERTS Loreo Maeu an Frane Moll. Deparmen of Eleroni Engineering, Polehnial Univeri of Caalonia. C/ Jori Girona /n, Barelona,
More informationNotes on cointegration of real interest rates and real exchange rates. ρ (2)
Noe on coinegraion of real inere rae and real exchange rae Charle ngel, Univeriy of Wiconin Le me ar wih he obervaion ha while he lieraure (mo prominenly Meee and Rogoff (988) and dion and Paul (993))
More information5.2 GRAPHICAL VELOCITY ANALYSIS Polygon Method
ME 352 GRHICL VELCITY NLYSIS 52 GRHICL VELCITY NLYSIS olygon Mehod Velociy analyi form he hear of kinemaic and dynamic of mechanical yem Velociy analyi i uually performed following a poiion analyi; ie,
More information8.1. a) For step response, M input is u ( t) Taking inverse Laplace transform. as α 0. Ideal response, K c. = Kc Mτ D + For ramp response, 8-1
8. a For ep repone, inpu i u, U Y a U α α Y a α α Taking invere Laplae ranform a α e e / α / α A α 0 a δ 0 e / α a δ deal repone, α d Y i Gi U i δ Hene a α 0 a i For ramp repone, inpu i u, U Soluion anual
More informationMECHANICAL MODELING OF CHEMO-MECHANICAL COUPLING BEHAVIOR OF LEACHED CONCRETE
RILEM Inernaional Syoiu on Conree Moelling, 1-14 Oober 14, Beijing, China MECHANICAL MODELING OF CHEMO-MECHANICAL COUPLING BEHAVIOR OF LEACHED CONCRETE Bei Huang(1,3), Chunxiang Qian(), Shao Jianfu(3)
More informationStructural response of timber-concrete composite beams predicted by finite element models and manual calculations
Sruural repone of imber-onree ompoie beam predied by finie elemen model and manual alulaion *Nima Khorandnia 1), Hamid R. Valipour ) and Keih Crew 3) 1), 3) Cenre for Buil Infraruure Reearh (CBIR), Shool
More informationRandomized Perfect Bipartite Matching
Inenive Algorihm Lecure 24 Randomized Perfec Biparie Maching Lecurer: Daniel A. Spielman April 9, 208 24. Inroducion We explain a randomized algorihm by Ahih Goel, Michael Kapralov and Sanjeev Khanna for
More information1 exp( c) 1 ( )
Maerial Model LS-DYNA Theory Manual For exponenial relaionhip: 0 ε 0 cε h( ε) exp ε > 0 c 0 exp( c) Lmax ε Lmax ε > 0 c 0 where Lmax SSM ; and c CER. Sre of Damping Elemen i: σ D ε ε (9.56.5) 3 max Toal
More informationProblem Set If all directed edges in a network have distinct capacities, then there is a unique maximum flow.
CSE 202: Deign and Analyi of Algorihm Winer 2013 Problem Se 3 Inrucor: Kamalika Chaudhuri Due on: Tue. Feb 26, 2013 Inrucion For your proof, you may ue any lower bound, algorihm or daa rucure from he ex
More informationYukio SANOMURA. and Kunio HAYAKAWA 1/7 , 53-2, (2004-2),
/7 Modifiaion of Ioroi Hardening Model and Aliaion of Kinemai Hardening Model o Coniuive Equaion for Plai Behavior of Hydroai-Preure-Deenden Polymer by Yuio SANOMURA and Kunio HAYAKAWA Hydroai reure deendene
More informationCharacteristics of Linear System
Characerisics o Linear Sysem h g h : Impulse response F G : Frequency ranser uncion Represenaion o Sysem in ime an requency. Low-pass iler g h G F he requency ranser uncion is he Fourier ransorm o he impulse
More informationTP B.2 Rolling resistance, spin resistance, and "ball turn"
echnical proof TP B. olling reiance, pin reiance, and "ball urn" upporing: The Illuraed Principle of Pool and Billiard hp://billiard.coloae.edu by Daid G. Alciaore, PhD, PE ("Dr. Dae") echnical proof originally
More informationShear failure of plain concrete in strain localized area
Shear failure of plain onree in srain loalized area Y. Kaneko & H. Mihashi Tohoku Universiy, Sendai, Miyagi, Japan S. Ishihara Asanuma Corporaion, Takasuki, Osaka, Japan ABSTRACT: The objeive of his paper
More informationMath 221: Mathematical Notation
Mah 221: Mahemaical Noaion Purpose: One goal in any course is o properly use he language o ha subjec. These noaions summarize some o he major conceps and more diicul opics o he uni. Typing hem helps you
More informationSingle Phase Line Frequency Uncontrolled Rectifiers
Single Phae Line Frequency Unconrolle Recifier Kevin Gaughan 24-Nov-03 Single Phae Unconrolle Recifier 1 Topic Baic operaion an Waveform (nucive Loa) Power Facor Calculaion Supply curren Harmonic an Th
More informationEECE 301 Signals & Systems Prof. Mark Fowler
EECE 31 Signal & Syem Prof. Mark Fowler Noe Se #27 C-T Syem: Laplace Tranform Power Tool for yem analyi Reading Aignmen: Secion 6.1 6.3 of Kamen and Heck 1/18 Coure Flow Diagram The arrow here how concepual
More informationChapter Three Systems of Linear Differential Equations
Chaper Three Sysems of Linear Differenial Equaions In his chaper we are going o consier sysems of firs orer orinary ifferenial equaions. These are sysems of he form x a x a x a n x n x a x a x a n x n
More informationFinal Spring 2007
.615 Final Spring 7 Overview The purpose of he final exam is o calculae he MHD β limi in a high-bea oroidal okamak agains he dangerous n = 1 exernal ballooning-kink mode. Effecively, his corresponds o
More information22.05 Reactor Physics - Part Twenty. Extension of Group Theory to Reactors of Multiple Regions One Energy Group *
22.5 eaor Phyi - Par Tweny Exenion o Group Theory o eaor o Muliple egion One Energy Group *. Baground: The objeive reain o deerine Φ ( or reaor o inie ize. The ir uh ae ha we exained wa a bare hoogeneou
More informationDiscussion Session 2 Constant Acceleration/Relative Motion Week 03
PHYS 100 Dicuion Seion Conan Acceleraion/Relaive Moion Week 03 The Plan Today you will work wih your group explore he idea of reference frame (i.e. relaive moion) and moion wih conan acceleraion. You ll
More information2. VECTORS. R Vectors are denoted by bold-face characters such as R, V, etc. The magnitude of a vector, such as R, is denoted as R, R, V
ME 352 VETS 2. VETS Vecor algebra form he mahemaical foundaion for kinemaic and dnamic. Geomer of moion i a he hear of boh he kinemaic and dnamic of mechanical em. Vecor anali i he imehonored ool for decribing
More informationWithdrawal of lag screws in end-grain
Wihrawal of lag crew in en-grain Jørgen L. Jenen 1, ierre Quenneille, Makoo Nakaani 3 ABSTRACT: Glue-in ro hae in recen year gaine populariy a a mean of making iff an rong momenreiing connecion in imber
More informationCONSTRUCTION AND USE OF IMITATING MODEL IN THE PROCESS OF MULTI-CRITERIA OPTIMIZATION OF THE SEPARATE-FLOW NOZZLE
CONSTRUCTION AND USE OF IMITATING MODEL IN THE PROCESS OF MULTI-CRITERIA OPTIMIZATION OF THE SEPARATE-FLOW NOZZLE N.A.Zlenko*, S.V.Mikhaylov*, A.V.Shenkin* * TsAGI Keywords: nozzle, opimum aerodynami design
More informationReminder: Flow Networks
0/0/204 Ma/CS 6a Cla 4: Variou (Flow) Execie Reminder: Flow Nework A flow nework i a digraph G = V, E, ogeher wih a ource verex V, a ink verex V, and a capaciy funcion c: E N. Capaciy Source 7 a b c d
More informationMECHANICS OF MATERIALS Poisson s Ratio
Poisson s Raio For a slender bar subjeced o axial loading: ε x x y 0 The elongaion in he x-direcion i is accompanied by a conracion in he oher direcions. Assuming ha he maerial is isoropic (no direcional
More informationCOSC 3361 Numerical Analysis I Ordinary Differential Equations (I) - Introduction
COSC 336 Numerial Analsis I Ordinar Dierenial Equaions I - Inroduion Edgar Gabriel Fall 5 COSC 336 Numerial Analsis I Edgar Gabriel Terminolog Dierenial equaions: equaions onaining e derivaive o a union
More informationTensile and Compressive Damage Coupling for Fully-reversed Bending Fatigue of Fibre-reinforced Composites
Van Paepegem, W. and Degriek, J. (00. Tensile and Compressive Damage Coupling for Fully-reversed Bending Faigue of Fibrereinfored Composies. Faigue and Fraure of Engineering Maerials & Sruures, 5(6, 547-56.
More informationFLEXURAL PERFORMANCE OF CIRCULAR CONCRETE FILLED CFRP-STEEL TUBES
Advaned Seel Conrion Vol. 11, No. 2, pp. 127-149 (215) 127 FLEXURAL PERFORMANCE OF CIRCULAR CONCRETE FILLED CFRP-STEEL TUBES Q. L. Wang 1, * and Y. B. Shao 2 1 Profeor, Shool of Civil Engineering, Shenyang
More informationWhat is maximum Likelihood? History Features of ML method Tools used Advantages Disadvantages Evolutionary models
Wha i maximum Likelihood? Hiory Feaure of ML mehod Tool ued Advanage Diadvanage Evoluionary model Maximum likelihood mehod creae all he poible ree conaining he e of organim conidered, and hen ue he aiic
More informationmywbut.com Lesson 11 Study of DC transients in R-L-C Circuits
mywbu.om esson Sudy of DC ransiens in R--C Ciruis mywbu.om Objeives Be able o wrie differenial equaion for a d iruis onaining wo sorage elemens in presene of a resisane. To develop a horough undersanding
More informationPhysics 235 Chapter 2. Chapter 2 Newtonian Mechanics Single Particle
Chaper 2 Newonian Mechanics Single Paricle In his Chaper we will review wha Newon s laws of mechanics ell us abou he moion of a single paricle. Newon s laws are only valid in suiable reference frames,
More informationSUFFICIENT CONDITIONS FOR EXISTENCE SOLUTION OF LINEAR TWO-POINT BOUNDARY PROBLEM IN MINIMIZATION OF QUADRATIC FUNCTIONAL
HE PUBLISHING HOUSE PROCEEDINGS OF HE ROMANIAN ACADEMY, Series A, OF HE ROMANIAN ACADEMY Volume, Number 4/200, pp 287 293 SUFFICIEN CONDIIONS FOR EXISENCE SOLUION OF LINEAR WO-POIN BOUNDARY PROBLEM IN
More informationUT Austin, ECE Department VLSI Design 5. CMOS Gate Characteristics
La moule: CMOS Tranior heory Thi moule: DC epone Logic Level an Noie Margin Tranien epone Delay Eimaion Tranior ehavior 1) If he wih of a ranior increae, he curren will ) If he lengh of a ranior increae,
More informationTheory of! Partial Differential Equations-I!
hp://users.wpi.edu/~grear/me61.hml! Ouline! Theory o! Parial Dierenial Equaions-I! Gréar Tryggvason! Spring 010! Basic Properies o PDE!! Quasi-linear Firs Order Equaions! - Characerisics! - Linear and
More informationPhysics 240: Worksheet 16 Name
Phyic 4: Workhee 16 Nae Non-unifor circular oion Each of hee proble involve non-unifor circular oion wih a conan α. (1) Obain each of he equaion of oion for non-unifor circular oion under a conan acceleraion,
More informationProblem Set 5. Graduate Macro II, Spring 2017 The University of Notre Dame Professor Sims
Problem Se 5 Graduae Macro II, Spring 2017 The Universiy of Nore Dame Professor Sims Insrucions: You may consul wih oher members of he class, bu please make sure o urn in your own work. Where applicable,
More informationCHAPTER 7: SECOND-ORDER CIRCUITS
EEE5: CI RCUI T THEORY CHAPTER 7: SECOND-ORDER CIRCUITS 7. Inroducion Thi chaper conider circui wih wo orage elemen. Known a econd-order circui becaue heir repone are decribed by differenial equaion ha
More informationTutorial Sheet #2 discrete vs. continuous functions, periodicity, sampling
2.39 Tuorial Shee #2 discree vs. coninuous uncions, periodiciy, sampling We will encouner wo classes o signals in his class, coninuous-signals and discree-signals. The disinc mahemaical properies o each,
More informationNonlinear Finite Element Analysis of Shotcrete Lining Reinforced with Steel Fibre and Steel Sets
IACSIT Inernaional Journal of Engineering and Tehnology, Vol. 5, No. 6, Deember 2013 Nonlinear Finie Elemen Analysis of Shoree Lining Reinfored wih Seel Fibre and Seel Ses Jeong Soo Kim, Moon Kyum Kim,
More informationSimulating inplane fatigue damage in woven glass fibre-reinforced composites subject to fully-reversed cyclic loading
Van Paepegem, W. an egriek, J. (4. Simulaing in-plane faigue amage in woven glass fibre-reinfore omposies subje o fullyreverse yli loaing. Faigue an Fraure of Engineering Maerials & Sruures, 7(, 97-8 Simulaing
More informationTheory of! Partial Differential Equations!
hp://www.nd.edu/~gryggva/cfd-course/! Ouline! Theory o! Parial Dierenial Equaions! Gréar Tryggvason! Spring 011! Basic Properies o PDE!! Quasi-linear Firs Order Equaions! - Characerisics! - Linear and
More informationR t. C t P t. + u t. C t = αp t + βr t + v t. + β + w t
Exercise 7 C P = α + β R P + u C = αp + βr + v (a) (b) C R = α P R + β + w (c) Assumpions abou he disurbances u, v, w : Classical assumions on he disurbance of one of he equaions, eg. on (b): E(v v s P,
More informationu(t) Figure 1. Open loop control system
Open loop conrol v cloed loop feedbac conrol The nex wo figure preen he rucure of open loop and feedbac conrol yem Figure how an open loop conrol yem whoe funcion i o caue he oupu y o follow he reference
More informationNumerical simulation of damage in glass subjected to static indentation
8 ème Congrès Français de Méanique Grenoble, 7- aoû 007 Numerial simulaion of damage in glass subjeed o sai indenaion Jewan Ismail, Fahmi Zaïri, Moussa Naï-Abdelaziz & Ziouni Azari Laboraoire de Méanique
More informationEE202 Circuit Theory II
EE202 Circui Theory II 2017-2018, Spring Dr. Yılmaz KALKAN I. Inroducion & eview of Fir Order Circui (Chaper 7 of Nilon - 3 Hr. Inroducion, C and L Circui, Naural and Sep epone of Serie and Parallel L/C
More informationChapter 9 - The Laplace Transform
Chaper 9 - The Laplace Tranform Selece Soluion. Skech he pole-zero plo an region of convergence (if i exi) for hee ignal. ω [] () 8 (a) x e u = 8 ROC σ ( ) 3 (b) x e co π u ω [] ( ) () (c) x e u e u ROC
More informationExponential Sawtooth
ECPE 36 HOMEWORK 3: PROPERTIES OF THE FOURIER TRANSFORM SOLUTION. Exponenial Sawooh: The eaie way o do hi problem i o look a he Fourier ranform of a ingle exponenial funcion, () = exp( )u(). From he able
More informationNevertheless, there are well defined (and potentially useful) distributions for which σ 2
M. Meseron-Gibbons: Bioalulus, Leure, Page. The variane. More on improper inegrals In general, knowing only he mean of a isribuion is no as useful as also knowing wheher he isribuion is lumpe near he mean
More informationAnalysis of Bending Behavior of Concrete Beams by the Moment-Curvature Method
ISB978-9-844--6 Proeeing o 5 Inernaiona Conerene on Innovaion in Civi an Sruura ngineering ICICS5 Ianu Turke, June -4, 5 pp. 48-57 nai o Bening Beavior o Conree Beam e Momen-Curvaure Meo uor Merimee Faia
More informationBasic Circuit Elements Professor J R Lucas November 2001
Basic Circui Elemens - J ucas An elecrical circui is an inerconnecion of circui elemens. These circui elemens can be caegorised ino wo ypes, namely acive and passive elemens. Some Definiions/explanaions
More informationChapter 8: Response of Linear Systems to Random Inputs
Caper 8: epone of Linear yem o anom Inpu 8- Inroucion 8- nalyi in e ime Domain 8- Mean an Variance Value of yem Oupu 8-4 uocorrelaion Funcion of yem Oupu 8-5 Crocorrelaion beeen Inpu an Oupu 8-6 ample
More informationHybrid probabilistic interval dynamic analysis of vehicle-bridge interaction system with uncertainties
1 APCOM & SCM 11-14 h Deember, 13, Singapore Hybrid probabilisi inerval dynami analysis of vehile-bridge ineraion sysem wih unerainies Nengguang iu 1, * Wei Gao 1, Chongmin Song 1 and Nong Zhang 1 Shool
More informationGraphs III - Network Flow
Graph III - Nework Flow Flow nework eup graph G=(V,E) edge capaciy w(u,v) 0 - if edge doe no exi, hen w(u,v)=0 pecial verice: ource verex ; ink verex - no edge ino and no edge ou of Aume every verex v
More informationNECESSARY AND SUFFICIENT CONDITIONS FOR LATENT SEPARABILITY
NECESSARY AND SUFFICIENT CONDITIONS FOR LATENT SEPARABILITY Ian Crawford THE INSTITUTE FOR FISCAL STUDIES DEPARTMENT OF ECONOMICS, UCL cemmap working paper CWP02/04 Neceary and Sufficien Condiion for Laen
More informationCork Institute of Technology. Autumn 2006 Building Services Mechanical Paper 1 (Time: 3 Hours)
Cork Iniue of Tehnology Bahelor of Engineering in Building Servie Engineering ward NFQ - Level 7 uumn 2006 Building Servie Mehanial Paper Time: 3 Hour Inruion Examiner: Dr. N. J. Hewi nwer FOU queion.
More informationGeneralized electromagnetic energy-momentum tensor and scalar curvature of space at the location of charged particle
Generalized eleromagnei energy-momenum ensor and salar urvaure of spae a he loaion of harged parile A.L. Kholmeskii 1, O.V. Missevih and T. Yarman 3 1 Belarus Sae Universiy, Nezavisimosi Avenue, 0030 Minsk,
More informationSoftware Verification
Sotare Veriiation EXAMPLE NZS 3101-06 RC-BM-001 Flexural and Shear Beam Deign PROBLEM DESCRIPTION The purpoe o thi example i to veriy lab lexural deign in. The load level i adjuted or the ae orreponding
More informationLinear Quadratic Regulator (LQR) - State Feedback Design
Linear Quadrai Regulaor (LQR) - Sae Feedbak Design A sysem is expressed in sae variable form as x = Ax + Bu n m wih x( ) R, u( ) R and he iniial ondiion x() = x A he sabilizaion problem using sae variable
More informationLecture 4 Kinetics of a particle Part 3: Impulse and Momentum
MEE Engineering Mechanics II Lecure 4 Lecure 4 Kineics of a paricle Par 3: Impulse and Momenum Linear impulse and momenum Saring from he equaion of moion for a paricle of mass m which is subjeced o an
More informationNEUTRON DIFFUSION THEORY
NEUTRON DIFFUSION THEORY M. Ragheb 4//7. INTRODUCTION The diffuion heory model of neuron ranpor play a crucial role in reacor heory ince i i imple enough o allow cienific inigh, and i i ufficienly realiic
More informationSolutions to assignment 3
D Sruure n Algorihm FR 6. Informik Sner, Telikeplli WS 03/04 hp://www.mpi-.mpg.e/~ner/oure/lg03/inex.hml Soluion o ignmen 3 Exerie Arirge i he ue of irepnie in urreny exhnge re o rnform one uni of urreny
More informationExcerpt from the Proceedings of the COMSOL Conference 2010 Boston
Ecerp rom he Proceeding o he COMSOL Conerence Boon Compuaional Mehod or Muli-phyic Applicaion wih Fluid-rucure Ineracion Kumni Nong, Eugenio Aulia, Sonia Garcia 3, Edward Swim 4, and Padmanabhan Sehaiyer
More informationN H. be the number of living fish outside area H, and let C be the cumulative catch of fish. The behavior of N H
ALTRNATV MODLS FOR CPU AND ABUNDANC Fishing is funamenally a localize process. Tha is, fishing gear operaing in a paricular geographic area canno cach fish ha are no in ha area. Here we will evelop wo
More informationLinear Response Theory: The connection between QFT and experiments
Phys540.nb 39 3 Linear Response Theory: The connecion beween QFT and experimens 3.1. Basic conceps and ideas Q: How do we measure he conduciviy of a meal? A: we firs inroduce a weak elecric field E, and
More informationSoftware Verification
Sotware Veriiation EXAMPLE CSA A23.3-04 RC-BM-00 Flexural and Shear Beam Deign PROBLEM DESCRIPTION The purpoe o thi example i to veri lab lexural deign in. The load level i adjuted or the ae orreponding
More informationAn Inventory Replenishment Model for Deteriorating Items with Time-varying Demand and Shortages using Genetic Algorithm
An Invenory Replenihmen odel for Deerioraing Iem wih ime-varying Demand and Shorage uing Geneic Algorihm An Invenory Replenihmen odel for Deerioraing Iem wih ime-varying Demand and Shorage uing Geneic
More informationDerivation of longitudinal Doppler shift equation between two moving bodies in reference frame at rest
Deriaion o longiudinal Doppler shi equaion beween wo moing bodies in reerene rame a res Masanori Sao Honda Eleronis Co., d., Oyamazuka, Oiwa-ho, Toyohashi, ihi 44-393, Japan E-mail: msao@honda-el.o.jp
More information13.1 Circuit Elements in the s Domain Circuit Analysis in the s Domain The Transfer Function and Natural Response 13.
Chaper 3 The Laplace Tranform in Circui Analyi 3. Circui Elemen in he Domain 3.-3 Circui Analyi in he Domain 3.4-5 The Tranfer Funcion and Naural Repone 3.6 The Tranfer Funcion and he Convoluion Inegral
More information3, so θ = arccos
Mahemaics 210 Professor Alan H Sein Monday, Ocober 1, 2007 SOLUTIONS This problem se is worh 50 poins 1 Find he angle beween he vecors (2, 7, 3) and (5, 2, 4) Soluion: Le θ be he angle (2, 7, 3) (5, 2,
More informationLet. x y. denote a bivariate time series with zero mean.
Linear Filer Le x y : T denoe a bivariae ime erie wih zero mean. Suppoe ha he ime erie {y : T} i conruced a follow: y a x The ime erie {y : T} i aid o be conruced from {x : T} by mean of a Linear Filer.
More informationū(e )(1 γ 5 )γ α v( ν e ) v( ν e )γ β (1 + γ 5 )u(e ) tr (1 γ 5 )γ α ( p ν m ν )γ β (1 + γ 5 )( p e + m e ).
PHY 396 K. Soluion for problem e #. Problem (a: A poin of noaion: In he oluion o problem, he indice µ, e, ν ν µ, and ν ν e denoe he paricle. For he Lorenz indice, I hall ue α, β, γ, δ, σ, and ρ, bu never
More informationKINEMATICS IN ONE DIMENSION
KINEMATICS IN ONE DIMENSION PREVIEW Kinemaics is he sudy of how hings move how far (disance and displacemen), how fas (speed and velociy), and how fas ha how fas changes (acceleraion). We say ha an objec
More informationTwo Coupled Oscillators / Normal Modes
Lecure 3 Phys 3750 Two Coupled Oscillaors / Normal Modes Overview and Moivaion: Today we ake a small, bu significan, sep owards wave moion. We will no ye observe waves, bu his sep is imporan in is own
More informationModule 2 F c i k c s la l w a s o s f dif di fusi s o i n
Module Fick s laws of diffusion Fick s laws of diffusion and hin film soluion Adolf Fick (1855) proposed: d J α d d d J (mole/m s) flu (m /s) diffusion coefficien and (mole/m 3 ) concenraion of ions, aoms
More informationA Constitutive Formulation for Polymers Subjected to High Strain Rates
h Inernaional LS-DYN Uer Conerene Maerial Modeling () Coniuive ormulaion or Polymer Subjeed o High Srain Rae S. Kolling. Haue M. euh P.. Du Boi DaimlerChryler G EP/CSB HPC X4 D-75 Sindelingen Germany Dynamore
More informationAt the end of this lesson, the students should be able to understand
Insrucional Objecives A he end of his lesson, he sudens should be able o undersand Sress concenraion and he facors responsible. Deerminaion of sress concenraion facor; experimenal and heoreical mehods.
More informationMASSACHUSETTS INSTITUTE OF TECHNOLOGY Department of Civil and Environmental Engineering
MASSACHUSETTS INSTITUTE OF TECHNOLOGY Deparmen of Civil and Environmenal Engineering 1.731 Waer Reource Syem Lecure 17 River Bain Planning Screening Model Nov. 7 2006 River Bain Planning River bain planning
More informationComputer-Aided Analysis of Electronic Circuits Course Notes 3
Gheorghe Asachi Technical Universiy of Iasi Faculy of Elecronics, Telecommunicaions and Informaion Technologies Compuer-Aided Analysis of Elecronic Circuis Course Noes 3 Bachelor: Telecommunicaion Technologies
More informationChapter 7: Inverse-Response Systems
Chaper 7: Invere-Repone Syem Normal Syem Invere-Repone Syem Baic Sar ou in he wrong direcion End up in he original eady-ae gain value Two or more yem wih differen magniude and cale in parallel Main yem
More informationSoviet Rail Network, 1955
7.1 Nework Flow Sovie Rail Nework, 19 Reerence: On he hiory o he ranporaion and maximum low problem. lexander Schrijver in Mah Programming, 91: 3, 00. (See Exernal Link ) Maximum Flow and Minimum Cu Max
More informationModeling the Evolution of Demand Forecasts with Application to Safety Stock Analysis in Production/Distribution Systems
Modeling he Evoluion of Demand oreca wih Applicaion o Safey Sock Analyi in Producion/Diribuion Syem David Heah and Peer Jackon Preened by Kai Jiang Thi ummary preenaion baed on: Heah, D.C., and P.L. Jackon.
More informationCS4445/9544 Analysis of Algorithms II Solution for Assignment 1
Conider he following flow nework CS444/944 Analyi of Algorihm II Soluion for Aignmen (0 mark) In he following nework a minimum cu ha capaciy 0 Eiher prove ha hi aemen i rue, or how ha i i fale Uing he
More informationNature Neuroscience: doi: /nn Supplementary Figure 1. Spike-count autocorrelations in time.
Supplemenary Figure 1 Spike-coun auocorrelaions in ime. Normalized auocorrelaion marices are shown for each area in a daase. The marix shows he mean correlaion of he spike coun in each ime bin wih he spike
More informationThe Nottingham eprints service makes this work by researchers of the University of Nottingham available open access under the following conditions.
Hyde, Chrisopher J. and Hyde, T.H. and Sun, Wei and Beker, A.A. () Damage mehanis based prediions of reep rak growh in 36 sainless seel. Engineering Fraure Mehanis, 77 (). pp. 385-4. ISSN 3-7944 Aess from
More informationFlow Networks. Ma/CS 6a. Class 14: Flow Exercises
0/0/206 Ma/CS 6a Cla 4: Flow Exercie Flow Nework A flow nework i a digraph G = V, E, ogeher wih a ource verex V, a ink verex V, and a capaciy funcion c: E N. Capaciy Source 7 a b c d e Sink 0/0/206 Flow
More informationin Engineering Prof. Dr. Michael Havbro Faber ETH Zurich, Switzerland Swiss Federal Institute of Technology
Risk and Saey in Engineering Pro. Dr. Michael Havbro Faber ETH Zurich, Swizerland Conens o Today's Lecure Inroducion o ime varian reliabiliy analysis The Poisson process The ormal process Assessmen o he
More informationLecture 5 Buckling Buckling of a structure means failure due to excessive displacements (loss of structural stiffness), and/or
AOE 204 Inroducion o Aeropace Engineering Lecure 5 Buckling Buckling of a rucure mean failure due o exceive diplacemen (lo of rucural iffne), and/or lo of abiliy of an equilibrium configuraion of he rucure
More information(Radiation Dominated) Last Update: 21 June 2006
Chaper Rik s Cosmology uorial: he ime-emperaure Relaionship in he Early Universe Chaper he ime-emperaure Relaionship in he Early Universe (Radiaion Dominaed) Las Updae: 1 June 006 1. Inroduion n In Chaper
More informationESCI 343 Atmospheric Dynamics II Lesson 8 Sound Waves
ESCI 343 Amoheri Dynami II Leon 8 Sond Wae Referene: An Inrodion o Dynami Meeorology (3 rd ediion), JR Holon Wae in Flid, J Lighhill SOUND WAVES We will limi or analyi o ond wae raeling only along he -ai,
More informationIntroduction to Congestion Games
Algorihmic Game Theory, Summer 2017 Inroducion o Congeion Game Lecure 1 (5 page) Inrucor: Thoma Keelheim In hi lecure, we ge o know congeion game, which will be our running example for many concep in game
More informationPath Planning for Fixed-Wing UAVs with Small Onboard Computers
Pah Planning or Fixed-Wing UAV wih Small Onboard Compuer Waler Fiher To ie hi verion: Waler Fiher. Pah Planning or Fixed-Wing UAV wih Small Onboard Compuer. SADCO A2CO, Mar 211, Pari, Frane.
More informationMahgoub Transform Method for Solving Linear Fractional Differential Equations
Mahgoub Transform Mehod for Solving Linear Fraional Differenial Equaions A. Emimal Kanaga Puhpam 1,* and S. Karin Lydia 2 1* Assoiae Professor&Deparmen of Mahemais, Bishop Heber College Tiruhirappalli,
More information