Double-edge wedge splitting test: preliminary results

Size: px
Start display at page:

Download "Double-edge wedge splitting test: preliminary results"

Transcription

1 Fraur Mani Conr Conr Sruur - Hig Prforman, Fibr Rford Conr, Spial Loadg Sruural Appliaion- B. H. O, al. (d) 200 Kora Conr Iniu, ISBN Doubl-dg dg plig : prlimary rul M. di Prio, M.G.L. Lampri & S. Lapolla Dparmn Sruural Engrg, Polinio di Milano, Ialy ABSTRACT: A n niqu o idnify ridual rng po-rakg rgim a bn dvlopd a Polinio di Milano for -alld Fibr Cmniiou Compoi ruur. T ida i a o paially unoupl ompriv r from nil r an dir nil, lo o Brazilian, rodug only a mod I rak opng. T unouplg aud a doubl no allo produr o idnify ral ougn aoiad o fibr pull-ou. T idnifiaion plan rng v. rak opng for ar diffuion r a, pially for ord a flo favourd lf ompag mix, ugg u i n niqu a an b alo aily oupld o bndg. In i papr ma xprimnal dail ill b diud, il a ompanion papr rliabiliy idnifiaion produr i rfrn o bndg on lf ompag fibr rford onr for diffrn ag produr i vigad. INTRODUCTION Hig Prforman Fibr Rford Cmniiou Compoi (HPFRCC) ar qui omplx marial i nd an ororopi dripion bo uniaxial nion uniaxial omprion. Du o alignmn fibr aud ag flo mad poibl ir lf ompag prforman, y n o a mall ar nil rpon n ag flo i ll ord or a larg arg n a rom ag flo produr i arrid ou a aug a rom fibr diribuion avrag plan. Ofn fibr diprion iglig vn a ignifian variaion mall ikn, rfor i i nary o ak o aoun i ararii n a bndg bavior i rquird, bu i formaion do no aff ar mmbran bavior, i ar affd only avrag ararii ikn. T pripal aim n i o rprodu r diribuion on ion a nod pimn loadd pur nion, iou any roi ompriv r, onrarily o a our Bndg Brazilian, r ompriv nil r a on bndg/plig plan. Follog analogy bn Tr Po Bndg Wdg Splig T, uggd Brüilr Wimann (990), a Doubl-Edg Wdg Splig T (DEWST) i r propod (Fig. ) alo o implify loadg dvi ommonly ud dir nion. To oba a vry ompa -up, yldr our dg, ypial WST, ar ubiud o oppoi dg-apd no. On no lip uiably rad l pla ar applid o guaran lo lidg friion i o l load yldr. T obad -up rprodu alo, iou yldrial ymmry, a or Doubl Pun T propod Cn & Yuan (980, Fig. 2). A poibl advanag DEWST, ard i radiional plig on yldr, i poibiliy arryg ou nil applyg ompriv load, u avoidg ypial ompliaion dir appliaion a nil load on pimn (lik glug pimn xrmii o pr plan, or providg pimn i pariular load-ranfrrg dvi). Morovr, abn igly-loalizd omprion r i a plu a duil marial, r mall loadd ara may undrgo ignifian plai dformaion. Trfor i an b rgardd a an xnion Brazilian Wdg Splig T. T ap, jod o nd dog alo on ompa-ampl xrad from full-iz ruur, a addrd oi oard dir nil mod. Aloug voluion mod rid from Fraur Mani Conr av uggd o Inrnaional Sard mploymn bndg for ir xuiv impliiy for onfidn providd an xniv im-prad xprimnal appliaion, ouplg an unnod four po bndg i o lik a prnd, onidrg o nod plan a rig angl o xrmii ubqunly four mall rangular prim an four pi obad afr arryg ou o DEWS diardg rakd zon, ould rally giv dignr all formaion rily nary for a arful dign produr.

2 J = D (, T ) () T proporionaliy offi D(,T) i alld moiur prmabiliy i i a nonlar funion rlaiv umidiy mpraur T (Bažan & Najjar 972). T moiur ma balan rquir a variaion im ar ma pr uni volum onr (ar onn ) b qual o divrgn moiur flux J = J (2) Figur. Wdg Splig a a ompa Tird Po Bndg ar onn an b xprd a um BamT (Brüilr Wiman 990) Doubl Sidd Wdg (apillary ar, ar vaporabl ar Splig a a Dir Tnion Spimn. vapor, adorbd ar) non-vaporabl (mially bound) ar n (Mill 966, Panazopoulo & Mill 995). I i raonabl o aum a vaporabl ar i a funion rlaiv umidiy,, dgr ydraion,, dgr ilia fum raion,, i.. =(,,) = ag-dpndn orpion/dorpion iorm (Norlg Mjonll 997). Undr i aumpion ubiug Equaion o Equaion 2 on oba Figur 2. (a) Doubl Sidd Wdg Splig a ion Dou T. blpun + ( D ) = (3) n &+ 2 THE TESTING TECHNIQUE &+ & r / i lop orpion/dorpion iorm (aloarrangmn alld moiur T T pariular ud o apaiy). apply omgovrng quaion (Equaion 3) mu b ompld priv load, namly o l yldr ag on appropria boundary iial ondiion.pla, 45 -apd no providd i l/bra T ur rlaion amoun vaporabl mak a bn o ompriv r ar ar ar rlaiv umidiy i alld adorpion ablid bn loadg pun. In i iorm if maurd i rago rlaiviy ay, mid-pan ion i ubjd uniaxial umidiy dorpion iorm oppoi nil r maurd rng ill b a. lo Nglg irmaurd diffrn al. 994), vry o a (Xi a uniaxial nion follog, orpion iorm ill b ud i r lai zon, i i ma our rfrn o bo orpion propagaion dorpion ondiion. nrgy rla rak pro, i By ay, if yri vry rdud. T o no prvn moiur imulaiormprn ould b akn o aoun, o diffrn nou ompriv r ord rlaion, ar v a rlaiv umidiy, mu along vaporabl vrial dirion our Brazilian b ud aordg o ign variaion (= biaxial r a): i r parn dirlaiviy umidiy. T ap orpion urb fibr pull-ou a obrvd plig, biorm for HPC i flund many paramr, au i ould ra bond rng. pially o a flun xn T friion bn yldr ra mal mial raion, urn, drm por urfa rdu ffiv load applid o ruur rodu por iz diribuion ampl a angnial(ar-o-mn omponn apraio, omn mial ompoiion, onn, plid lidg urfa. Diffrn SF mal ouurg im mod, mpraur, mix addiiv, plg variou lubrian r ompard o.). In friion liraur varioubn formulaion an b valua rduion yldr found o drib orpion iorm normal mal lidg urfa. Sarg from liraonr (Xi offi, al. 994). r Hovr, oluion prn ur friion diffrn papr mi-mpirial xprion propod r onidrd: l bra dir ona, Norlg Mjornll (997) i adopd bau PTFE layr rion u grapi a lubri-i Prodg FraMCoS-7, May 23-28, 200 xpliily aounfordvi voluion ydraion an. A pariular aimd o imula raion SFpimn onn.ubjd Ti orpion iorm bavior o vrial load rad maurg nil for rally ranmid o fraur urfa a g rady. A nd, b oluion a rad i a raio bn maurd load on fraur load lo o applid (,, ) = G (, ) + 89% ug grapi a lubrian. 0(g ) 0(g ) 3 SET-UP AND EXPERIMENTAL K (, ) PROGRAMME (4) An lromanial INSTRON pr i a r load fir apaiy rm (gliorm) rprn maximum 00 kn a ud. T pyially (adorbd) ar impog onda r bound diplamn-onrolld rm (apillary iorm) rprn onan rok ra ( µm/) o apillary loadg ar. Ti xprion i valid only for lo ma, via diplamn rur onn amoun SF.Ea T offi pr. id G pimn (Fron Rar) rprn arrumnd pr uni volum lddiplamn gl por a 00% a r rur rlaiv umidiy, i uppr an b xprd (Norlg (LVDT), a ip lor no Mjornll 997) a middl il (Fig. 3). T pimn gomry i dribd Tabl : riial dp diamr ar rpivly 80 0 mm )= k + k G (yldr (5), ol vg. vg T load dail i larly for on Figur 3: uppr pr plan a fr o roa rp load axi. kvg o armarial paramr. From ri kvg maximum amoun ar pr uni volum a an on an alula K a on oba Spimn Typ Sid Criial Cyldr Tabl Typ(bo gomry vigad pimn. fill all. por apillary por gl por), Lng dp diamr 0 g mm mm G mm (6) K(, ) = A P P8 A 00 0 g 80 0 P9 A P-20 B P4-20 B T marial paramr kvg kvg0 g an P xprimnal 80 0 rlvan o b alibradb fig daa fr (vaporabl) ar onn onr a variou ag (Di Luzio & Cuai 2009b). 2.2 Tmpraur voluion No a, a arly ag, mial raion aoiad i mn ydraion SF raion ar xormi, mpraur fild i no uniform for non-adiabai ym vn if nvironmnal mpraur i onan. Ha onduion an b dribd onr, a la for mpraur no xdg 00 C (Bažan & Kaplan 996), Fourir la, i rad q = λ T (7) r q i a (a)flux, T i abolu mpraur, λ i a onduiviy; i

3 J = D (dirion., T ) In ordr o br i rak opng xpla xprimnal rul obad man o gomri diud (Typ A offi B, Fig. D(,T) T proporionaliy 3), an xampl bo pimn ar diud moiur prmabiliy i i a nonla rlaiv umidiy mpraur follog paragrap. & Najjar 972). T moiur ma balan variaion im ar ma volum onr (ar onn ) b q divrgn Conn moiur flux J Tabl 2. (b). () f P (oϑ f ϑ ) 2 ( ϑ + f o ϑ ) friion offi kg/m3 = J Cmn yp I Slag 500 War T ar 200 onn an b xprd a Suprplaiizr 33 (l/m3) vaporabl ar (apillary a S 0-2 mm 983 vapor, adorbd ar) non- Fibr (lf=3mm; df=0.6mm) 00 (Mil Panazopoulo & Mill 995). I i ra a vaporabl ar i a fu Tabl 3. Gomryaum manial propri vigad pimn. rlaiv umidiy,, dgr ydraion dgr ilia fum raion,, i.. = Spimn Tikn= Pak f,max f,m orpion/dorpion Ma ag-dpndn load opng (Norlg Mjonll 997). Undr i aum ubiug o Equai mm kn MPa Equaion MPa oba (mially bound) ar n Fp Fp = Mix dign. a (d) Figur 3. Exprimnal -up;(a) yp A; (b) yp B; () load dail; (d) -up vi. 4 TEST RESULTS 4. Marial propri T ompoi (Tabl 2) a ld omparg diffrn oluion arg from aggrga gnrally ud pra produr limig ir maximum iz o 2 mm (di Prio al. 2008). Prlimary on rkag allod u o ima qui larg ra a a xpd du o ignifianly larg fraion f aggrga ud mix. An avrag ubi ompriv rng 43 MPa an lai modulu lo o 40 GPa ararizd marial prlimary qualifiaion. No pifi produr a ud ag pro o or l fibr i nologial dail an b rgardd a ma raon ug arg (Frrara al. 200). Doubl Edg Wdg Splig pimn r xrad an origal pla, 20 mm ik, ud o prpar lv unnod pla d bndg. I i obviou a any aumulaion l fibr boom par pimn an aff bndg, bu anly avrag for DEWS : anyay u ourrn an au a roaion along vrial axi man plan a rig angl P7 P8 P9 P-20 P4-20 P don up up ) = ( D (.dv.don ±2.05) don don &+ r / i lop & + orpion/ iorm (alo alld moiur apa govrng quaion (Equaion 3) mu b appropria boundary iial ondii T rlaion bn amoun ar rlaiv umidiy i alld iorm if maurd i rag umidiy dorpion iorm a. Nglg ir diffrn (Xi al. follog, orpion iorm ill b rfrn o bo orpion dorpion By ay, if yri iorm ould b akn o aoun, o (a) rlaion, vaporabl ar v rlaiv umi b ud aordg o ign varia rlaiviy umidiy. T ap iorm for HPC i flund many p pially o a flun xn mial raion, urn, drm ruur por iz diribuion (arraio, mn mial ompoiion, SF urg im mod, mpraur, mix.). In liraur variou formulaio found o drib orpion iorm onr (Xi al. 994). Hovr, (b) papr :mi-mpirial xprion pro Figur 4. Ovrall pimn (a) Nomal r Mjornll v. COD urv; (b)norlg COD v. rok urv.(997) i adopd b Prodg FraMCoS-7, May 23-28, 200

4 T J = D ( rpon, T ) ol i on Figur () 4 rlaion o nomal r σ N v. COD. A larg arg T proporionaliy an b obrvd offi DEWS D(,T) i (Fig. alld 4). In moiur abl prmabiliy rak propagaion i i a rok nonlar i funion mo nibl rlaiv diplamn umidiy paramr, mpraur il T (Bažan pullou & Najjar pa 972). rok T avrag moiur COD ma gro balan ar rquir omparabl a (Fig. variaion 4b). im ar ma pr uni volum onr (ar onn ) b qual o divrgn moiur flux J 4.2 Doubl-dg dg plig T ma rul rlad o fir gomry (Typ = J (2) A) ar on Figur 5. Fir all ma paramr ud o onrol ar dribd (Fig. 5a): T i i ar vidn onn o rok an monoonially b xprd a ra um along vaporabl ovrall loadg ar (apillary p ar, rfor ar i an vapor, b adopd adorbd a fdbak ar) paramr. non-vaporabl T load iglig (mially a fir bound) kn du ar o l n yldr (Mill vrial 966, diplamn Panazopoulo lmn. & Mill 995). T rak I i propagaion raonabl o i no aum ymmri a a xpd vaporabl (Fig. ar 5b) i a ar funion i a rlaiv from umidiy, uppr, fibr. dgr I i rg ydraion, o undr- l dgr a r ilia i fum no any raion, raon for, i.. i =op (, or bo-, ), om = ag-dpndn pro zon ould orpion/dorpion prvail: only iorm raon ould (Norlg b Mjonll rlad 997). o fibr Undr diribuion, i aumpion alo diffrn ubiug bn Equaion rak o opng Equaion maurd 2 on along oba riial dp rgion an b aumd a a maur omogniy l fibr id pimn volum. T pifi maur rak opng along + ( D mid, ) = up & + boom & LVDT + & n gaug (3) ar rpivly on Figur 5,d, i rfrn o bo fron rar id: a ignifian omparion r / bn i lop man valu orpion/dorpion rordd on iorm o id (alo i alo alld on moiur (Fig. 5f). apaiy). T govrng Fally quaion roaion (Equaion along 3) mu o b ax, ompld a a rig appropria angl i boundary il avrag iial plan ondiion. vrial T axi rlaion avrag bn plan a amoun up, mid vaporabl boom LVDT ar gaug rlaiv loaion umidiy ar ompud i alld aordg adorpion o iorm follog if quaion maurd (Fig i 5g,): rag rlaiviy umidiy dorpion iorm oppoi a. Nglg ir diffrn (Xi al. 994), [] follog, orpion iorm ill b ud i rfrn o bo orpion dorpion ondiion. By ay, if yri moiur iorm ould b akn o aoun, o diffrn [2] rlaion, vaporabl ar v rlaiv umidiy, mu b ud aordg o ign variaion rlaiviy umidiy. T ap orpion iorm for HPC i flund many paramr, r ϕ mid-don ϕ up-don ar rlaiv dian pially o a flun xn ra maurd bn gaug ax. In pimn mial raion, urn, drm por P9 plan roaion i abou r im largr ruur por iz diribuion (ar-o-mn an ou plan on a nd, bu, il raio, mn mial ompoiion, SF onn, formr gro unabl rak propagaion, urg im mod, mpraur, mix addiiv, lar gro abl propagaion..). In liraur variou formulaion an b A pak load formr i l an on ix found o drib orpion iorm normal lar. Ti man a plan roaion durg pull-ou pa i affd fibr diribu- onr (Xi al. 994). Hovr, prn papr mi-mpirial xprion propod ion on riial dp, il abl rak Norlg Mjornll (997) i adopd bau i propagaion i mor affd marix, o rng xpliily i aoun mu mor for omognou, voluion ydraion fibr diprion raion SF ikn onn. i Ti i orpion mall. iorm rad T good uprpoiion urv for bo roaion onfirm plan ro ion aumpion durg rak propagaion marix a ll a pull-ou pa. T la obrvaion for P9 (,, ) = G (, ) + pimn onrn rak opng maurd 0( g ) boom rur on rar id: aloug (4) -up ould au alay a poiiv rak opng, du o ou 0 plan ( g roaion, ) LVDT K (, ) maur i akly ngaiv (Fig. 5). Similar onidraion an b argud for pimn yp B (Fig. 6), i only xpion a ou plan roaion r i o larg fir a rm all (gl iorm) LVDT maur rprn on fron pyially id bound ar ngaiv (adorbd) ar rak propaga ond from rm boom (apillary fibr iorm) o op rprn on. apillary ar. Ti xprion i valid only for lo onn SF. T offi G rprn amoun 5 ar NUMERICAL pr uni volum SIMULATION ld gl por a 00% rlaiv umidiy, i an b xprd (Norlg T Mjornll yp 997) B pimn a a alo numrially vigad o iglig r parn id pimn n a omognou mono-pa oniuiv G (, ) = k + k (5) bavior i aumd vg for vg HPFRCC marial. For uniaxial nion, Hordijk oniuiv la (Hordjik, 99) r ka adopd numrial modlg vg k vg ar marial paramr. From nion maximum ng, amoun ad ar pr a bilar uni volum ng a la an (di fill Prio all por al. (bo 2004, apillary 2009), por bau i gl por), guaran on a an m alula dpndn K a on rul oba Fi Elmn od ud (DIANA, Rla 9.3) du o an auomai oi ararii lng on bai 0 g fi lmn iz (Bazan & Cdol, 80) G 0 T po-pak diipad nrgy maurd (6) DEWS K (, ) = arrid ou a ud for idnifiaion produr ng 0 g paramr, il uniaxial omprion only ompriv rng a adopd. T m adopd i qui rgular (Fig. 7); T marial paramr k vg k vg g numrial i diplamn onrolld an aumg a ngligibl friion fixd ona l b alibrad fig xprimnal daa rlvan o fr (vaporabl) ar onn onr a bn l yldr ld l variou ag (Di Luzio & Cuai 2009b). pla. T pnd onnion ar monoonially movd along normal dirion i rp o ona 2.2 Tmpraur l pla voluion r fr o lid along 45 ld plan paralll o no lip. T vrial load i drmd on bai raion No a, a arly ag, mial raion aoiad i mn ydraion SF raion uiably projd along riial axi a onn ip no. A oal ra fixd rak ap- ar xormi, mpraur fild i no uniform for non-adiabai ym vn if nvironmnal proa a ld. T oluion vigad i mpraur i onan. Ha onduion an b ford o b ymmri du o lak any df dribd onr, a la for mpraur no prf omogniy aumpion for marial adopd: only anly gomrial df du xdg 00 C (Bažan & Kaplan 996), Fourir la, i rad o a no prf ymmry m ar onidrd. q = λ T (7) r q i a flux, T i abolu mpraur, λ i a onduiviy; i Prodg FraMCoS-7, May 23-28, 200

5 J = ) D (, T (a) () (b) (d) T proporionaliy offi D(,T) moiur prmabiliy i i a nonla rlaiv umidiy mpraur & Najjar 972). T moiur ma balan a variaion im ar ma volum onr (ar onn ) b q divrgn moiur flux J = J T ar onn an b xprd a vaporabl ar (apillary a vapor, adorbd ar) non- (mially bound) ar n (Mil Panazopoulo & Mill 995). I i ra aum a vaporabl ar i a fu rlaiv umidiy,, dgr ydraion dgr ilia fum raion,, i.. = = ag-dpndn orpion/dorpion (Norlg Mjonll 997). Undr i aum ubiug Equaion o Equai oba + ( D ) = & + & + r / i lop orpion/ govrng quaion (Equaion 3) mu b appropria boundary iial ondii T rlaion bn amoun ar rlaiv umidiy i alld a. Nglg ir diffrn (Xi al. follog, orpion iorm ill b rfrn o bo orpion dorpion By ay, if yri iorm ould b akn o aoun, o rlaion, vaporabl ar v rlaiv umi b ud aordg o ign varia rlaiviy umidiy. T ap iorm for HPC i flund many p pially o a flun xn mial raion, urn, drm urg im mod, mpraur, mix Norlg Mjornll (997) i adopd b iorm (alo alld moiur apa () (f) iorm if maurd i rag umidiy dorpion iorm (g) () ruur por iz diribuion (arraio, mn mial ompoiion, SF.). In liraur variou formulaio Figur 5. Spimn P9: (a,b) paramr onrol rak propagaion; (,d, ) COD propagaion mid, up don rur loaion fron rar id; (f) avrag COD valu up, mid don loaion; (g,) roaion along o ax: found o drib orpion iorm on a rig angl i il avrag plan vrial axi avrag plan onr a up, mid (Xi don al. loaion. 994). Hovr, papr mi-mpirial xprion pro Prodg FraMCoS-7, May 23-28, 200

6 J T ar onn an b xprd a um vaporabl (a) ar (apillary ar, ar vapor, adorbd ar) non-vaporabl (mially bound) ar n (Mill 966, Panazopoulo & Mill 995). I i raonabl o aum a vaporabl ar i a funion rlaiv umidiy,, dgr ydraion,, dgr ilia fum raion,, i.. = (,, ) = ag-dpndn orpion/dorpion iorm (Norlg Mjonll 997). Undr i aumpion ubiug Equaion o Equaion 2 on oba () = ) D (, T () T proporionaliy offi D(,T) i alld moiur prmabiliy i i a nonlar funion rlaiv umidiy mpraur T (Bažan & Najjar 972). T moiur ma balan rquir a variaion im ar ma pr uni volum onr (ar onn ) b qual o divrgn moiur flux J = J + (2) ( D ) = n (3) & + & + & xpliily aoun for voluion ydraion raion SF onn. Ti orpion iorm rad (,, ) = G (, ) + 0( g ) 0( g ) K (, ) (4) r fir rm (gl iorm) rprn pyially bound (adorbd) ar ond (b) rm (apillary iorm) rprn apillary ar. Ti xprion i valid only for lo onn SF. T offi G rprn amoun ar pr uni volum ld gl por a 00% rlaiv umidiy, i an b xprd (Norlg Mjornll 997) a G (, ) = k + k vg vg (5) r k vg k vg ar marial paramr. From maximum amoun ar pr uni volum a an (d) fill all por (bo apillary por gl por), on an alula K a on oba r / i lop orpion/dorpion 0 g iorm (alo alld moiur apaiy). T G 0 govrng quaion (Equaion 3) mu b ompld K (, ) = appropria boundary iial ondiion. 0 g T rlaion bn amoun vaporabl (6) ar rlaiv umidiy i alld adorpion iorm if maurd i rag rlaiviy T marial paramr k vg k vg g an umidiy dorpion iorm oppoi b alibrad fig xprimnal daa rlvan o a. Nglg ir diffrn (Xi al. 994), fr (vaporabl) ar onn onr a () follog, orpion iorm ill b ud i (f) variou ag (Di Luzio & Cuai 2009b). rfrn o bo orpion dorpion ondiion. By ay, if yri moiur iorm ould b akn o aoun, o diffrn 2.2 Tmpraur voluion rlaion, vaporabl ar v rlaiv umidiy, mu No a, a arly ag, mial raion b ud aordg o ign variaion aoiad i mn ydraion SF raion rlaiviy umidiy. T ap orpion ar xormi, mpraur fild i no uniform iorm for HPC i flund many paramr, for non-adiabai ym vn if nvironmnal pially o a flun xn ra mpraur i onan. Ha onduion an b mial raion, urn, drm por dribd onr, a la for mpraur no ruur por iz diribuion (ar-o-mn xdg 00 C (Bažan & Kaplan 996), raio, mn mial ompoiion, SF onn, Fourir la, i rad (g) urg im mod, mpraur, mix addiiv, ().). In liraur variou formulaion an b q = λ T Figur 6. Spimn P7-20: (a,b) paramr onrol rak propagaion; (,d, ) COD propagaion mid, up don (7) rur found o loaion drib fron orpion rar iorm id; (f) avrag normal COD valu up, mid don loaion; (g,) roaion along o ax onr : on (Xi a rig al. angl 994). i Hovr, il avrag plan prn vrial axi avrag plan a up, mid don loaion. papr mi-mpirial xprion propod Norlg Mjornll (997) i adopd bau i r q i a flux, T i abolu mpraur, λ i a onduiviy; i Prodg FraMCoS-7, May 23-28, 200

7 Du o no friion aumpion, orizonal for i qual o vrial omponn. T load v. COD urv (Fig. 8a) i ompard i xprimnal urv orrpondg o ud o idnify po-pak nrgy diipad adopd Hordjik oniuiv la (P20). T omparion iglig a vry good rnd, a omparabl pak load. A iffr baviour proximiy on fir rakg an b aud lar baviour ld pr-pak bran. A nonlar oniuiv modl omprion a rodud man a modl propod Tornfld (987). T FE analyi a arrid ou man a plan r non lar fi lmn mod (NLFEA) i a oal ra formulaion. A mard-rakd approa a adopd, i a onan nion u-f ririon a govrn iiaion rak, a full ar rnion approa. A fraur nrgy rgularizaion a aumd nion r-ra oniuiv la a ompud DIANA i valu rak b id,, qual o A (A=lmn ara). = D (, T ) plan i i ar omponn Jalong rak nial o prvn puriou maur. T undamagd zon lo o T our vrial porion D(,T) proporionaliy offi pimn ould moiur alo d omprion prmabiliy i du i a ononla rlaiv umidiy mall aggrga ararizg marial mpraur mix& Najjar 972). moiur dign (2 mm) a 20x20x40 mmt prim an bma r- balan variaionvolum. im ar ma gardd ignifiana rprnaiv volum onr (ar onn ) b q divrgn moiur flux J = J (a) T ar onn an b xprd a vaporabl ar (apillary a vapor, adorbd ar) non- (mially bound) ar n (Mil Panazopoulo & Mill 995). I i ra aum a vaporabl ar i a fu rlaiv umidiy,, dgr ydraion dgr ilia fum raion,, i.. = = ag-dpndn orpion/dorpion (Norlg Mjonll 997). Undr i aum ubiug Equaion o Equai oba Figur 7. Adopd m for FE analyi (n. nod: 653; n. lmn: 3792; lmn yp: CQ6M quadrai 8 nod quadrilaral CT2M quadrai 6 nod plan r). Fir all rul iglig vry mall oal diplamn rakd plan rgion a qui onan r along riial dp a pak load (Fig. 8b,) a qui rangular mod I rakd rgion i a oal id lo o alf riial dp. T omprd ar i vidn Figur 8b, i rfrn alay o pak load p. T nil r rak opng diplamn pril along riial dp ar on Figur 9. T rul o a no ngligibl moruur bavior i favor a po-pak load abiliy. Ti vidn larifi a alo i impl, rpon do no orrpond xaly o oniuiv la, aloug ridual rng an b vry ll idnifid. Anor vry imporan rul i onnd i lak any ignifian + ( D ) = & + & + r / i lop orpion/ iorm (alo alld moiur apa govrng quaion (Equaion 3) mu b appropria boundary iial ondii T rlaion bn amoun (b) ar rlaiv umidiy i alld iorm if maurd i rag umidiy dorpion iorm a. Nglg ir diffrn (Xi al. follog, orpion iorm ill b rfrn o bo orpion dorpion By ay, if yri iorm ould b akn o aoun, o rlaion, vaporabl ar v rlaiv umi b ud aordg o ign varia rlaiviy umidiy. T ap () iorm for HPC i flund many p pially o a flun xn Figur 8. FE rul: (a) Torial V xprimnal load- drm mial raion, urn, COD urv nil ng adopd la; (b,) nil ruur por diribuion ompriv pripal r onour iz vor rprna- (arion a pak load.raio, mn mial ompoiion, SF urg im mod, mpraur, mix.). In liraur variou formulaio found o drib orpion iorm onr (Xi al. 994). Hovr, papr mi-mpirial xprion pro Norlg Mjornll (997) i adopd b Prodg FraMCoS-7, May 23-28, 200

8 J = D (, T ) () T proporionaliy offi D(,T) i alld moiur prmabiliy i i a nonlar funion rlaiv umidiy mpraur T (Bažan & Najjar 972). T moiur ma balan rquir a variaion im ar ma pr uni volum onr (ar onn ) b qual o divrgn moiur flux J = J (2) T ar onn an b xprd a um vaporabl ar (apillary ar, ar vapor, adorbd ar) non-vaporabl (mially bound) ar n (Mill 966, Panazopoulo & Mill 995). I i raonabl o aum a vaporabl ar i a funion rlaiv umidiy,, dgr ydraion,, dgr ilia fum raion,, i.. =(,,) = ag-dpndn orpion/dorpion iorm (Norlg Mjonll 997). Undr i aumpion ubiug Equaion o Equaion 2 on oba Figur 9. FE rul: uniaxial nil r diplamn pril for lai pa (p,4), pak load (p 8) load a fal p (p, 33,34). + ( D ) = (3) n &+ 6 CONCLUDING REMARKS &+ & r / i lop orpion/dorpion iorm (alo alld moiurxprimnal apaiy). T On bai prlimary govrng quaion (Equaion 3) mu b ompld numrial vigaion arrid ou, follog appropria rmark an b boundary dran. iial ondiion. T rlaion amoun r vaporabl Doubl Edg bn Wdg Splig roar i abl rlaiv umidiy i alld dud o idnify uniaxial nil adorpion po-pak iorm forif Fibr maurd i rag rlaiviy bavior Rford Cmniiou Comumidiy dorpion iorm oppoi poi man a uniaxial omprion. a. ir diffrn al. 994), TNglg doubl omprd ar(xi onribu o r follog, orpion b ud i du nrgy rla iorm aoiad ill o unloadd rfrno allo bo orpion dorpion ondiion. rgion a qui rgular onrol uby ay, if yri moiur g rok a fdbak paramr. iorm ould rumn b akn oquipmn aoun, o diffrn A uiabl allo rlaion, vaporabl ar v rlaiv mu maur o roaion around oumidiy, ax: on a b ud aordg o ign variaion rig angl i il avrag plan around rlaiviy ap orpion vrialumidiy. axi T avrag plan: roaion iorm for i flund fibr manydiprion paramr, voluion arhpc rily rlad i pially o ikn a flun riialxn dp ra pimial raion, urn, drm por mn. ruur pordiffrn iz diribuion (ar-o-mn By oog oraion no raio,a mn mial ompoiion, SF onn, axi, muliaxial oniuiv la idnifiaion an urg im imod, mpraur, mix addiiv, b prformd: poibiliy i vry ffiv o a.). In liraur bavior variou formulaion b ororopi ag an flofound o drib orpion iorm normal ord fibr rford mniiou ompoi. onr (Xi al. 994). Hovr, lig prn T pimn i rlaivly ompa papr xprion propod anmi-mpirial b aily arrid ou vry diplanorlg Mjornll (997) i adopd bau i mn onrolld pr. Prodg FraMCoS-7, May 23-28, 200 xpliily aoun ar voluion ydraion T uiiv rforpa onfirmd Fi raion SF onn. Ti ou orpion iorma Elmn vigaion arrid follog rad rak approa: a ra ruur ff i mard igligd diffrn bn oniuiv la rodud for marial rpon nglg any ff friion on (, zon., ) = G (, ) + larify Furr analy pud ould br 0(g ) rlaion bn marial la oniuiv (4) rpon. 0(g ) T longr no pimn (yp B) prvn K (, any ompriv r dp. )riial ak pla: FE analya pur mod I fraur no ar ff diurb uniaxial nil br fir rm (gl iorm) rprn avior. pyially bound (adorbd) ar ond FE analy iglig o undamagd bordr rrm (apillary iorm) apillary gion pimn durgrprn i ar ubar. only Ti oxprion i valid only for r lo onn jd mall lai ompriv amoun SF.bT offi G rprn ould ud o alo idnify uniaxial ompriv ar pr uni volum ld gl por a 00% bavior. rlaiv umidiy, i an b xprd (Norlg Mjornll 997) a 7 ACKNOWLEDGEMENTS G ( )= k + k (5) rar vga bn vg fanially uppord T INTERREG Proj "Adv Cmniiou Compoi af Tunnl kvg ar onruion marial paramr. From r kinvgdeign ACCIDENT -, ID , Maur 2.2. maximum amoun ar pr uni volum a an, fill all por (bo apillary por gl por), on an alula K a on oba REFERENCES 0 g Bazan, Z.P.& Cdol, L Fi lmn modlg G Journal rak b0 propagaion, ASCE Sruural Engi (6) nrg, 09(): pp K(, ) = Brüilr E. & Wiman F.H dg plig, a T 0 g abl n mod prformg fraur mani. Engrg Fraur Mani, 35 (-3): Cn WF. Yuan L Tnil Srng Conr: kvg g an T marialt. paramr vg Doubl-Pun Journal k Sruural Diviion, 06 b (8): alibrad fig xprimnal daa rlvan o di Prio, M., Lampri,ar M., Lapolla, S., Kurana, R.S fr (vaporabl) onn onr a HPFRCC rog, Pro. Sond variou ag (Dipla Luzior&pra Cuai 2009b). In. Sympoium on Ulra Hig Prforman Conr, Kal Grmany: di M., Frrara,voluion L., Colombo, M., Mauri, M On 2.2Prio, Tmpraur idnifiaion SFRC oiuiv la uniaxial nno arly ag, dimial iona, a Fibr rford onr. Prio raion al. (Ed.), Pro. 6 Rilm Symp. BEFIB 04, Varnna PRO aoiad i mn ydraion SF(Ialy), raion Bagnaux Rilm ar39,xormi, Publiaion mpraurs.a.r.l.. fildfran. i no uniform Frrara, L., Ozyur, N. di Prio, M Hig maniforalnon-adiabai ym vn if nvironmnal prforman fibr rford mniiou ompompraur i onan. Ha onduion an b i: rol ag-flo dud fibr oraion. dribd onr, a la for mpraur no Apd Marial Sruur. Hordijk, D. 99. approa faigu onr, xdg 00 CLoal (Bažan & okaplan 996), P.D.Ti, Dlf Univriy Tnology: pp Fourir la, i rad Tornfld, E., Tomaziz, A., Jnn, J. J Manial propri ig-rng onr appliaq = λ T (7) ion dign, Pro. Symp. Uilizaion Hig-Srng Conr, Savangr, Noray. r q i a flux, T i abolu mpraur, λ i a onduiviy; i

Rebar bond slip in diagonal tension failure of reinforced concrete beams

Rebar bond slip in diagonal tension failure of reinforced concrete beams Rbar bond lip in diagonal nion failur of rinford onr bam T. Hagaa Iniu of Tnology Simizu Corporaion Tokyo apan Rbar bond lip in diagonal nion failur of rinford onr bam T. Hagaa Iniu of Tnology Simizu Corporaion

More information

Experimental study on the ultimate strength of R/C curved beam

Experimental study on the ultimate strength of R/C curved beam Fraur Mhani Conr and Conr Sruur - High Prforman, Fibr Rinford Conr, Spial Loading and Sruural Appliaion- B. H. Oh, al. (d) 2 Kora Conr Iniu, ISBN 978-89-578-82-2 Exprimnal udy on h ulima rngh R/C urvd

More information

Crack propagation analysis due to rebar corrosion

Crack propagation analysis due to rebar corrosion Fraur Mani Conr and Conr Sruur - Amn, Durabiliy, Monioring and Rriing Conr Sruur- B. H. O, al. (d) 2 Kora Conr Iniu, Soul, ISBN 978-89-578-8-5 Crak propagaion analyi du o rbar orroion H. Nakamura, K.K.Tran,

More information

Fracture analysis of strain hardening cementitious composites by means of discrete modeling of short fibers

Fracture analysis of strain hardening cementitious composites by means of discrete modeling of short fibers Fraur Mhani Conr and Conr Sruur - Rn Advan in Fraur Mhani Conr - B. H. Oh, al.(d) 200 Kora Conr Iniu, Soul, ISBN 978-89-5708-80-8 Fraur analyi rain hardning mniiou ompoi by man dir modling hor fibr M.

More information

Fracture mechanics of early-age concrete

Fracture mechanics of early-age concrete Fraur Mhani Conr Conr Sruur - Rn Advan in Fraur Mhani Conr - B. H. Oh, al.(d Kora Conr Iniu, Soul, ISBN 978-89-578-8-8 Fraur mhani arly-ag onr V.T.N. Dao, P.H. Morri & P.F. Dux Shool Civil Enginring, Th

More information

Macroscopic probabilistic modeling of concrete cracking: First 3D results

Macroscopic probabilistic modeling of concrete cracking: First 3D results Fraur Mhani Conr Conr Sruur - Rn Advan in Fraur Mhani Conr - B. H. Oh, al.(d) 200 Kora Conr Iniu, Soul, ISBN 978-89-5708-80-8 Maroopi probabilii modling onr raking: Fir 3D rul J.-L. Tailhan, P. Roi & S.

More information

The dynamic fracture energy of concrete. Review of test methods and data comparison.

The dynamic fracture energy of concrete. Review of test methods and data comparison. Fraur Mhani Conr Conr Sruur - Rn Advan in Fraur Mhani Conr - B. H. Oh, al.(d) 2 Kora Conr Iniu, Soul, ISBN 978-89-578-8-8 Th dynami fraur nrgy onr. Rvi mhod daa omparion. J. Wrhijm & I. Vg Dlf Univriy

More information

Shear resistance of of ultra ultra high high performance fibre-reinforced concrete concrete I-beams

Shear resistance of of ultra ultra high high performance fibre-reinforced concrete concrete I-beams Frar Mhani o Conr Conr Srr - High Prorman, Fibr Rinord Conr, Spial Loading Srral Appliaion- B. H. Oh, al. (d) 21 Kora Conr Ini, ISBN 978-89-578-182-2 Shar rian o o lra lra high high prorman ibr-rinord

More information

Application of digital image correlation to size effect tests of concrete

Application of digital image correlation to size effect tests of concrete Fraur Mhani Cnr and Cnr Sruur - Rn Advan Fraur Mhani Cnr - B. H. Oh, al.(d 21 Kra Cnr Iniu, Sul, ISBN 978-89-578-18-8 Applia digial imag rrla iz ff nr S. Yair Alam & A. Lukili Rarh Iniu Civil Engng. And

More information

Reinforcement work carried out on the Todolella Parish Church after the collapse of a pilaster supporting the classical style dome; Castellon, Spain.

Reinforcement work carried out on the Todolella Parish Church after the collapse of a pilaster supporting the classical style dome; Castellon, Spain. Frur Mni Conr Conr Sruur - Amn Durbiliy Monirg Rrig Conr Sruur- B. H. O l. (d) 200 Kor Conr Iniu Soul ISBN 978-89-5708-8-5 Rformn ork rrid ou on Todolll Pri Cur fr ollp pilr upporg lil yl dom; Cllon Sp.

More information

Effect of loading condition, specimen geometry, size-effect and softening function on double-k fracture parameters of concrete

Effect of loading condition, specimen geometry, size-effect and softening function on double-k fracture parameters of concrete Fratur Mhani onrt onrt Strutur - Rnt Advan Fratur Mhani onrt - B. H. Oh, t al.(d) 2010 Kora onrt Intitut, Soul, ISBN 978-89-5708-180-8 Efft loadg ondition, pimn gomtry, iz-fft tng ftion on doubl-k fratur

More information

Cover cracking in RC columns subjected to reinforcement corrosion under sustained load

Cover cracking in RC columns subjected to reinforcement corrosion under sustained load Fratur Mhani Conrt Conrt Strutur - Amnt, Durability, Monirg Rtrittg Conrt Strutur- B. H. Oh, t al. (d) 200 Kora Conrt Intitut, Soul, ISBN 978-89-5708-8-5 Covr rakg RC olumn ubjtd rformnt orroion undr utad

More information

Size-scale effects on minimum flexural reinforcement in RC beams: application of the cohesive crack model

Size-scale effects on minimum flexural reinforcement in RC beams: application of the cohesive crack model Fratur Mhani Conrt Conrt Strutur - Rnt Advan Fratur Mhani Conrt - B. H. Oh, t al.(d) 2010 Kora Conrt Intitut, Soul, ISBN 978-89-5708-180-8 Siz-al fft on mimum flxural rformnt RC am: appliation ohiv rak

More information

Experimental study on the flexural behaviour of fibre reinforced concretes strengthened with steel and macro-synthetic fibres

Experimental study on the flexural behaviour of fibre reinforced concretes strengthened with steel and macro-synthetic fibres Fratur Mhani o Conrt Conrt Strutur - Amnt, Durability, Monitorg Rtroittg o Conrt Strutur- B. H. Oh, t al. (d) 2 Kora Conrt Intitut, Soul, ISBN 978-89-578-8-5 Exprimntal tudy on th lxural bhaviour o ibr

More information

Decline Curves. Exponential decline (constant fractional decline) Harmonic decline, and Hyperbolic decline.

Decline Curves. Exponential decline (constant fractional decline) Harmonic decline, and Hyperbolic decline. Dlin Curvs Dlin Curvs ha lo flow ra vs. im ar h mos ommon ools for forasing roduion and monioring wll rforman in h fild. Ths urvs uikly show by grahi mans whih wlls or filds ar roduing as xd or undr roduing.

More information

Fracture simulation of fiber reinforced concrete by visco-elasto-plastic suspension element method

Fracture simulation of fiber reinforced concrete by visco-elasto-plastic suspension element method Fratur Mhani Conrt Conrt Strutur - High Prforman, Fibr Rinford Conrt, Spial Loading Strutural Appliation- B. H. Oh, t al. (d) 200 Kora Conrt Intitut, ISBN 978-89-5708-82-2 Fratur imulation fibr rinford

More information

A L A BA M A L A W R E V IE W

A L A BA M A L A W R E V IE W A L A BA M A L A W R E V IE W Volume 52 Fall 2000 Number 1 B E F O R E D I S A B I L I T Y C I V I L R I G HT S : C I V I L W A R P E N S I O N S A N D TH E P O L I T I C S O F D I S A B I L I T Y I N

More information

Final Exam : Solutions

Final Exam : Solutions Comp : Algorihm and Daa Srucur Final Exam : Soluion. Rcuriv Algorihm. (a) To bgin ind h mdian o {x, x,... x n }. Sinc vry numbr xcp on in h inrval [0, n] appar xacly onc in h li, w hav ha h mdian mu b

More information

Crack width control of reinforced concrete one-way slabs utilizing expansive strain-hardening cement-based composites (SHCCs)

Crack width control of reinforced concrete one-way slabs utilizing expansive strain-hardening cement-based composites (SHCCs) Fratur Mhani Conrt Conrt Strutur - High Prforman, Fibr Rinford Conrt, Spial Loading Strutural Appliation- B. H. Oh, t al. (d) 2 Kora Conrt Intitut, ISBN 978-89-578-82-2 Crak width ontrol rinford onrt on-way

More information

CS 541 Algorithms and Programs. Exam 2 Solutions. Jonathan Turner 11/8/01

CS 541 Algorithms and Programs. Exam 2 Solutions. Jonathan Turner 11/8/01 CS 1 Algorim nd Progrm Exm Soluion Jonn Turnr 11/8/01 B n nd oni, u ompl. 1. (10 poin). Conidr vrion of or p prolm wi mulipliiv o. In i form of prolm, lng of p i produ of dg lng, rr n um. Explin ow or

More information

Static and fatigue failure simulation of concrete material by discrete analysis

Static and fatigue failure simulation of concrete material by discrete analysis Fratur Mhani Conrt Conrt Strutur - Rnt Advan in Fratur Mhani Conrt - B. H. Oh, t al.(d) 2010 Kora Conrt Intitut, Soul, ISBN 978-89-5708-180-8 Stati fatigu failur imulation onrt matrial dirt analyi K. Nagai

More information

Fracture properties of high-strength steel fiber concrete

Fracture properties of high-strength steel fiber concrete Fratur Mhani of Conrt and Conrt Strutur - High Prforman, Fibr Rinford Conrt, Spial Loading and Strutural Appliation- B. H. Oh, t al. (d) 200 Kora Conrt Intitut, ISBN 978-89-5708-82-2 Fratur proprti of

More information

Detection of cracks in concrete and evaluation of freeze-thaw resistance using contrast X-ray

Detection of cracks in concrete and evaluation of freeze-thaw resistance using contrast X-ray Fraur Mhai Cor a Cor Sruur - Am Durabiliy Moiorig a Rriig Cor Sruur- B. H. Oh al. () 2 Kora Cor Iiu Soul ISBN 978-89-578-8-5 Dio rak i or a valuaio frz-ha ria uig ora X-ray M. Taka & K. Ouka Tohoku Gakui

More information

Measuring crack width and spacing in reinforced concrete members

Measuring crack width and spacing in reinforced concrete members Fratur Mhani Conrt and Conrt Strutur - Rnt Advan in Fratur Mhani Conrt - B. H. Oh, t al.(d) 200 Kora Conrt Intitut, Soul, ISBN 978-89-5708-80-8 Mauring rak idth and paing in rinford onrt mmbr S. Yair Alam,

More information

Quantified estimation of rebar corrosion by means of acoustic emission technique

Quantified estimation of rebar corrosion by means of acoustic emission technique Fratur Mani Conrt Conrt Strutur - Amnt Durability Monitoring Rtritting Conrt Strutur- B. H. O t al. (d) 200 Kora Conrt Intitut Soul ISBN 978-89-5708-8-5 Quantifid timation rbar orroion by man aouti mion

More information

Design and Analysis of Algorithms (Autumn 2017)

Design and Analysis of Algorithms (Autumn 2017) Din an Analyi o Alorim (Auumn 2017) Exri 3 Soluion 1. Sor pa Ain om poiiv an naiv o o ar o rap own low, o a Bllman-For in a or pa. Simula ir alorim a ru prolm o a layr DAG ( li), or on a an riv rom rurrn.

More information

Transfer function and the Laplace transformation

Transfer function and the Laplace transformation Lab No PH-35 Porland Sa Univriy A. La Roa Tranfr funcion and h Laplac ranformaion. INTRODUTION. THE LAPLAE TRANSFORMATION L 3. TRANSFER FUNTIONS 4. ELETRIAL SYSTEMS Analyi of h hr baic paiv lmn R, and

More information

Behaviors of FRP sheet reinforced concrete to impact and static loading

Behaviors of FRP sheet reinforced concrete to impact and static loading Fratur Mhani of Conrt Conrt Strutur - High Prforman, Fibr Rinford Conrt, Spial Loading Strutural Appliation- B. H. Oh, t al. (d) 21 Kora Conrt Intitut, ISBN 978-89-578-182-2 Bhavior of FRP ht rinford onrt

More information

Engineered cementitious composites with low volume of cementitious materials

Engineered cementitious composites with low volume of cementitious materials Fratur Mhani Conrt Conrt Strutur - High Prforman, Fibr Rinford Conrt, Spial Loading Strutural Appliation- B. H. Oh, t al. (d) 2 Kora Conrt Intitut, ISBN 978-89-578-82-2 Enginrd mntitiou ompoit ith lo volum

More information

A local bond stress-slip model for reinforcing bars in self-compacting concrete

A local bond stress-slip model for reinforcing bars in self-compacting concrete Fratur Mhani of Conrt Conrt Strutur - Amnt, Durability, Monitoring Rtrofitting of Conrt Strutur- B. H. Oh, t al. (d) 200 Kora Conrt Intitut, Soul, ISBN 978-89-5708-8-5 A loal bond tr-lip modl for rinforing

More information

Bond analysis model of deformed bars to concrete

Bond analysis model of deformed bars to concrete Fratur Mhani of Conrt Conrt Strutur - Amnt, Durability, Monitoring Rtrofitting of Conrt Strutur- B. H. Oh, t al. (d) Kora Conrt Intitut, Soul, ISBN 978-89-578-8-5 Bond analyi modl of dformd bar to onrt

More information

Lecture 4: Laplace Transforms

Lecture 4: Laplace Transforms Lur 4: Lapla Transforms Lapla and rlad ransformaions an b usd o solv diffrnial quaion and o rdu priodi nois in signals and imags. Basially, hy onvr h drivaiv opraions ino mulipliaion, diffrnial quaions

More information

An analytical study on the stress-strain relation of PVA-ECC under tensile fatigue

An analytical study on the stress-strain relation of PVA-ECC under tensile fatigue Fratur Mhani Conrt Conrt Strutur - High Prforman, Fibr Rinford Conrt, Spial Loading Strutural Appliation- B. H. Oh, t al. (d) Kora Conrt Intitut, ISBN 978-89-578-8- An analytial tudy on th tr-train rlation

More information

P a g e 5 1 of R e p o r t P B 4 / 0 9

P a g e 5 1 of R e p o r t P B 4 / 0 9 P a g e 5 1 of R e p o r t P B 4 / 0 9 J A R T a l s o c o n c l u d e d t h a t a l t h o u g h t h e i n t e n t o f N e l s o n s r e h a b i l i t a t i o n p l a n i s t o e n h a n c e c o n n e

More information

Chloride diffusion in the cracked concrete

Chloride diffusion in the cracked concrete Fratur Mhani of Conrt and Conrt Strutur - Amnt, Durability, Monitoring and Rtrofitting of Conrt Strutur- B. H. Oh, t al. (d) Kora Conrt Intitut, Soul, ISBN 97-9-57--5 Chlorid diffuion in th rakd onrt W.L.

More information

Fuzzy Logic Model of Fiber Concrete

Fuzzy Logic Model of Fiber Concrete Fratur Mhani Conrt Conrt Strutur - High Prforman, Fibr Rinford Conrt, Spial Loading Strutural Appliation- B. H. Oh, t al. (d) 2 Kora Conrt Intitut, ISBN 978-89-78-82-2 Fuzzy Logi Modl Fibr Conrt A. Kohoutková,

More information

Influence of temperature and composition upon drying of concretes

Influence of temperature and composition upon drying of concretes Fratur Mhani Conrt Conrt Strutur - Amnt, Durability, Monirg Rtrittg Conrt Strutur- B. H. Oh, t al. (d) 2 Kora Conrt Intitut, Soul, ISBN 978-89-578-8-5 Influn tmpratur ompoition upon dryg onrt F. Bru, Y.

More information

Jonathan Turner Exam 2-12/4/03

Jonathan Turner Exam 2-12/4/03 CS 41 Algorim an Program Prolm Exam Soluion S Soluion Jonaan Turnr Exam -1/4/0 10/8/0 1. (10 poin) T igur low ow an implmnaion o ynami r aa ruur wi vral virual r. Sow orrponing o aual r (owing vrx o).

More information

A generalized discrete strong discontinuity approach

A generalized discrete strong discontinuity approach Fraur Mhai Cor a Cor Sruur - R Ava i Fraur Mhai Cor - B. H. Oh al.() 2010 Kora Cor Iiu Soul ISBN 978-89-5708-180-8 A graliz ir rog ioiuiy approah D. Dia-a-Coa ISISE Civil Egirig Dparm Uivriy Coimbra Coimbra

More information

Cracking analysis of brick masonry arch bridge

Cracking analysis of brick masonry arch bridge Fratur Mhani of Conrt and Conrt Strutur - High Prforman, Fibr Rinford Conrt, Spial Loading and Strutural Appliation- B. H. Oh, t al. (d) 200 Kora Conrt Intitut, ISBN 978-89-5708-82-2 Craking analyi of

More information

Relation of roughness parameters and tension softening diagram of concrete-to-concrete interface

Relation of roughness parameters and tension softening diagram of concrete-to-concrete interface Fraur Mhani Cnr Cnr Sruur - An Durabiliy Mnirg rig Cnr Sruur- B. H. Oh al. (d) 2 Kra Cnr Iniu Sul ISBN 978-89-578-8-5 la rughn parar n ng diagra nr--nr ra A. Sah K. Yaada S. Ihiyaa & T. Ha Akia Prural

More information

Grain Reserves, Volatility and the WTO

Grain Reserves, Volatility and the WTO Grain Reserves, Volatility and the WTO Sophia Murphy Institute for Agriculture and Trade Policy www.iatp.org Is v o la tility a b a d th in g? De pe n d s o n w h e re yo u s it (pro d uc e r, tra d e

More information

Reliability Analysis of a Bridge and Parallel Series Networks with Critical and Non- Critical Human Errors: A Block Diagram Approach.

Reliability Analysis of a Bridge and Parallel Series Networks with Critical and Non- Critical Human Errors: A Block Diagram Approach. Inrnaional Journal of Compuaional Sin and Mahmais. ISSN 97-3189 Volum 3, Numr 3 11, pp. 351-3 Inrnaional Rsarh Puliaion Hous hp://www.irphous.om Rliailiy Analysis of a Bridg and Paralll Sris Nworks wih

More information

Determination of fracture parameters of concrete interfaces using DIC

Determination of fracture parameters of concrete interfaces using DIC Fratur Mhani of Conrt Conrt Strutur - Amnt, Durability, Monitoring Rtrofitting of Conrt Strutur- B. H. Oh, t al. (d) 2010 Kora Conrt Intitut, Soul, ISBN 978-89-5708-181-5 Dtrmination of fratur paramtr

More information

Toughness indices of fiber reinforced concrete subjected to mode II loading

Toughness indices of fiber reinforced concrete subjected to mode II loading Fratur Mhani of Conrt Conrt Strutur - Rnt Advan in Fratur Mhani of Conrt - B. H. Oh, t al.(d) 200 Kora Conrt Intitut, Soul, ISBN 978-89-5708-80-8 Toughn indi of fibr rinford onrt ubjtd to mod II loading

More information

Chapter 6. PID Control

Chapter 6. PID Control Char 6 PID Conrol PID Conrol Mo ommon onrollr in h CPI. Cam ino u in 930 wih h inroduion of numai onrollr. Exrmly flxibl and owrful onrol algorihm whn alid rorly. Gnral Fdbak Conrol Loo D G d Y E C U +

More information

Fracture energy of high performance mortar subjected to high temperature

Fracture energy of high performance mortar subjected to high temperature Fratur Mhani Conrt Conrt Strutur - Rnt Advan in Fratur Mhani Conrt - B. H. Oh, t al.(d) 2 Kora Conrt Intitut, Soul, ISBN 978-89-578-8-8 Fratur nrgy high prforman mortar ubjtd high tmpratur S. Djaknoun

More information

Blast loading response of ultra high performance concrete and reactive powder concrete slabs

Blast loading response of ultra high performance concrete and reactive powder concrete slabs Fratur Mhani of Conrt and Conrt Strutur - High Prforman, Fibr Rinford Conrt, Spial Loading and Strutural Appliation- B. H. Oh, t al. (d) 2 Kora Conrt Intitut, ISBN 978-89-578-82-2 Blat loading rpon of

More information

Chapter 12 Introduction To The Laplace Transform

Chapter 12 Introduction To The Laplace Transform Chapr Inroducion To Th aplac Tranorm Diniion o h aplac Tranorm - Th Sp & Impul uncion aplac Tranorm o pciic uncion 5 Opraional Tranorm Applying h aplac Tranorm 7 Invr Tranorm o Raional uncion 8 Pol and

More information

Fiber reinforced concrete characterization through round panel test - Part II: analytical and numerical study

Fiber reinforced concrete characterization through round panel test - Part II: analytical and numerical study Fratur Mhani Conrt Conrt Strutur - High rforman Fibr Rinford Conrt Spial Loading Strutural Appliation- B. H. Oh t al. (d) Kora Conrt Intitut ISBN 978-89-578-8- Fibr rinford onrt haratrization through round

More information

Fiber reinforced concrete characterization through round panel test - part I: experimental study

Fiber reinforced concrete characterization through round panel test - part I: experimental study Fratur Mhani of Conrt and Conrt Strutur - High Prforman, Fibr Rinford Conrt, Spial Loading and Strutural Appliation- B. H. Oh, t al. (d) 2 Kora Conrt Intitut, ISBN 978-89-78-82-2 Fibr rinford onrt haratrization

More information

( ) ( ) + = ( ) + ( )

( ) ( ) + = ( ) + ( ) Mah 0 Homwork S 6 Soluions 0 oins. ( ps I ll lav i o you vrify ha h omplimnary soluion is : y ( os( sin ( Th guss for h pariular soluion and is drivaivs ar, +. ( os( sin ( ( os( ( sin ( Y ( D 6B os( +

More information

Experimental investigation of compressive concrete elements confined with shape memory Ni-Ti wires

Experimental investigation of compressive concrete elements confined with shape memory Ni-Ti wires Fratur Mhani Conrt Conrt Strutur - Amnt, Durability, Monitoring Rtritting Conrt Strutur- B. H. Oh, t al. (d) 200 Kora Conrt Intitut, Soul, ISBN 978-89-5708-8-5 Exprimntal invtigation ompriv onrt lmnt onfind

More information

DEPARTMENT OF ELECTRICAL &ELECTRONICS ENGINEERING SIGNALS AND SYSTEMS. Assoc. Prof. Dr. Burak Kelleci. Spring 2018

DEPARTMENT OF ELECTRICAL &ELECTRONICS ENGINEERING SIGNALS AND SYSTEMS. Assoc. Prof. Dr. Burak Kelleci. Spring 2018 DEPARTMENT OF ELECTRICAL &ELECTRONICS ENGINEERING SIGNALS AND SYSTEMS Aoc. Prof. Dr. Burak Kllci Spring 08 OUTLINE Th Laplac Tranform Rgion of convrgnc for Laplac ranform Invr Laplac ranform Gomric valuaion

More information

Durability performance of UFC sakata-mira footbridge under sea environment

Durability performance of UFC sakata-mira footbridge under sea environment Fratur Mhani of Conrt and Conrt Strutur - High Prforman, Fibr Rinford Conrt, Spial Loading and Strutural Appliation- B. H. Oh, t al. (d) 2 Kora Conrt Intitut, ISBN 978-89-578-82-2 Durability prforman of

More information

CATAVASII LA NAȘTEREA DOMNULUI DUMNEZEU ȘI MÂNTUITORULUI NOSTRU, IISUS HRISTOS. CÂNTAREA I-A. Ήχος Πα. to os se e e na aș te e e slă ă ă vi i i i i

CATAVASII LA NAȘTEREA DOMNULUI DUMNEZEU ȘI MÂNTUITORULUI NOSTRU, IISUS HRISTOS. CÂNTAREA I-A. Ήχος Πα. to os se e e na aș te e e slă ă ă vi i i i i CATAVASII LA NAȘTEREA DOMNULUI DUMNEZEU ȘI MÂNTUITORULUI NOSTRU, IISUS HRISTOS. CÂNTAREA I-A Ήχος α H ris to os s n ș t slă ă ă vi i i i i ți'l Hris to o os di in c ru u uri, în tâm pi i n ți i'l Hris

More information

Boyce/DiPrima/Meade 11 th ed, Ch 6.1: Definition of Laplace Transform

Boyce/DiPrima/Meade 11 th ed, Ch 6.1: Definition of Laplace Transform Boy/DiPrima/Mad h d, Ch 6.: Diniion o apla Tranorm Elmnary Dirnial Equaion and Boundary Valu Problm, h diion, by William E. Boy, Rihard C. DiPrima, and Doug Mad 7 by John Wily & Son, In. Many praial nginring

More information

LaPlace Transform in Circuit Analysis

LaPlace Transform in Circuit Analysis LaPlac Tranform in Circui Analyi Obciv: Calcula h Laplac ranform of common funcion uing h dfiniion and h Laplac ranform abl Laplac-ranform a circui, including componn wih non-zro iniial condiion. Analyz

More information

Simulation of tensile performance of fiber reinforced cementitious composite with fracture mechanics model

Simulation of tensile performance of fiber reinforced cementitious composite with fracture mechanics model Fratur Mhani Conrt Conrt Strutur - High Prorman, Fibr Rinord Conrt, Spial Loading Strutural Appliation- B. H. Oh, t al. (d) Kora Conrt Intitut, ISBN 978-89-578-8- Simulation tnil prorman ibr rinord mntitiou

More information

c. What is the average rate of change of f on the interval [, ]? Answer: d. What is a local minimum value of f? Answer: 5 e. On what interval(s) is f

c. What is the average rate of change of f on the interval [, ]? Answer: d. What is a local minimum value of f? Answer: 5 e. On what interval(s) is f Essential Skills Chapter f ( x + h) f ( x ). Simplifying the difference quotient Section. h f ( x + h) f ( x ) Example: For f ( x) = 4x 4 x, find and simplify completely. h Answer: 4 8x 4 h. Finding the

More information

Behavior of concrete members constructed with SHCC/GFRP permanent formwork

Behavior of concrete members constructed with SHCC/GFRP permanent formwork Fratur Mhani Conrt Conrt Strutur - High Prforman, Fibr Rinford Conrt, Spial Loading Strutural Appliation- B. H. Oh, t al. (d) 200 Kora Conrt Intitut, ISBN 978-89-5708-82-2 Bhavior onrt mmbr ontrutd ith

More information

Poisson process Markov process

Poisson process Markov process E2200 Quuing hory and lraffic 2nd lcur oion proc Markov proc Vikoria Fodor KTH Laboraory for Communicaion nwork, School of Elcrical Enginring 1 Cour oulin Sochaic proc bhind quuing hory L2-L3 oion proc

More information

Outline. Heat Exchangers. Heat Exchangers. Compact Heat Exchangers. Compact Heat Exchangers II. Heat Exchangers April 18, ME 375 Heat Transfer 1

Outline. Heat Exchangers. Heat Exchangers. Compact Heat Exchangers. Compact Heat Exchangers II. Heat Exchangers April 18, ME 375 Heat Transfer 1 Hat Exangr April 8, 007 Hat Exangr Larry artt Manial Engrg 375 Hat ranfr April 8, 007 Outl Bai ida f at xangr Ovrall at tranfr ffiint Lg-man tmpratur diffrn mtd Efftivn NU mtd ratial nidratin Hat Exangr

More information

Shortest Path With Negative Weights

Shortest Path With Negative Weights Shor Pah Wih Ngaiv Wigh 1 9 18-1 19 11 1-8 1 Conn Conn. Dird hor pah wih ngaiv wigh. Ngaiv yl dion. appliaion: urrny xhang arbirag Tramp amr problm. appliaion: opimal piplining of VLSI hip Shor Pah wih

More information

Effect of short fibres on fracture behaviour of textile reinforced concrete

Effect of short fibres on fracture behaviour of textile reinforced concrete Fratur Mhani Conrt and Conrt Strutur - High Prforman, Fibr Rinford Conrt, Spial Loading and Strutural Appliation- B. H. Oh, t al. (d) 2010 Kora Conrt Intitut, ISBN 978-89-5708-182-2 Efft hort fibr on fratur

More information

Math 3301 Homework Set 6 Solutions 10 Points. = +. The guess for the particular P ( ) ( ) ( ) ( ) ( ) ( ) ( ) cos 2 t : 4D= 2

Math 3301 Homework Set 6 Solutions 10 Points. = +. The guess for the particular P ( ) ( ) ( ) ( ) ( ) ( ) ( ) cos 2 t : 4D= 2 Mah 0 Homwork S 6 Soluions 0 oins. ( ps) I ll lav i o you o vrify ha y os sin = +. Th guss for h pariular soluion and is drivaivs is blow. Noi ha w ndd o add s ono h las wo rms sin hos ar xaly h omplimnary

More information

Part 3 System Identification

Part 3 System Identification 2.6 Sy Idnificaion, Eiaion, and Larning Lcur o o. 5 Apri 2, 26 Par 3 Sy Idnificaion Prpci of Sy Idnificaion Tory u Tru Proc S y Exprin Dign Daa S Z { u, y } Conincy Mod S arg inv θ θ ˆ M θ ~ θ? Ky Quion:

More information

Degradation of reinforced concrete structures under atmospheric corrosion

Degradation of reinforced concrete structures under atmospheric corrosion Fratur Mhani Conrt and Conrt Strutur - Amnt, Durability, Monitoring and Rtritting Conrt Strutur- B. H. Oh, t al. (d) 200 Kora Conrt Intitut, Soul, ISBN 978-89-5708-8-5 Dgradation rinford onrt trutur undr

More information

Relating tensile properties with flexural properties in SHCC

Relating tensile properties with flexural properties in SHCC Fratr Mhani of Conrt and Conrt Strtr - High Prforman, Fibr Rinford Conrt, Spial Loading and Strtral Appliation- B. H. Oh, t al. (d) Kora Conrt Intitt, ISBN 978-89-78-8- Rlating tnil proprti ith flxral

More information

T h e C S E T I P r o j e c t

T h e C S E T I P r o j e c t T h e P r o j e c t T H E P R O J E C T T A B L E O F C O N T E N T S A r t i c l e P a g e C o m p r e h e n s i v e A s s es s m e n t o f t h e U F O / E T I P h e n o m e n o n M a y 1 9 9 1 1 E T

More information

176 5 t h Fl oo r. 337 P o ly me r Ma te ri al s

176 5 t h Fl oo r. 337 P o ly me r Ma te ri al s A g la di ou s F. L. 462 E l ec tr on ic D ev el op me nt A i ng er A.W.S. 371 C. A. M. A l ex an de r 236 A d mi ni st ra ti on R. H. (M rs ) A n dr ew s P. V. 326 O p ti ca l Tr an sm is si on A p ps

More information

Study of the effect of alkali-silica reaction on properties of concrete by means of conventional test methods and non-destructive test methods

Study of the effect of alkali-silica reaction on properties of concrete by means of conventional test methods and non-destructive test methods Fratur Mhani of Conrt and Conrt Strutur - Amnt, Durability, Monitoring and Rtrofitting of Conrt Strutur- B. H. Oh, t al. (d) 2010 Kora Conrt Intitut, Soul, ISBN 978-89-5708-181-5 Study of th fft of alkali-ilia

More information

Library Support. Netlist Conditioning. Observe Point Assessment. Vector Generation/Simulation. Vector Compression. Vector Writing

Library Support. Netlist Conditioning. Observe Point Assessment. Vector Generation/Simulation. Vector Compression. Vector Writing hpr 2 uomi T Prn Gnrion Fundmnl hpr 2 uomi T Prn Gnrion Fundmnl Lirry uppor Nli ondiioning Orv Poin mn Vor Gnrion/imulion Vor omprion Vor Wriing Figur 2- Th Ovrll Prn Gnrion Pro Dign-or-T or Digil I nd

More information

Equation For non-self Energizing Gasket

Equation For non-self Energizing Gasket Jun 0 0:05: - ASMEScDiv_WNFlangDsign.sm Dsign of Wld Nck Flang as pr ASME Scion Division ar.6 Dsign ol oads STE : Dsign ondiion Dsign rssur 0. Ma Dsign Tmpraur T 80 d STE : ask Facors 'm' and Minimum Dsign

More information

Appendix XVI Cracked Section Properties of the Pier Cap Beams of the Steel Girder Bridge using the Moment Curvature Method and ACI Equation

Appendix XVI Cracked Section Properties of the Pier Cap Beams of the Steel Girder Bridge using the Moment Curvature Method and ACI Equation ppndix XV rakd Stion Proprti o th Pir ap Bam o th Stl Girdr Bridg ug th omnt urvatur thod and Equation Wt Bound Pir ap Bam Figur XV- Th atual pir ap bam ro tion [Brown, 99] Th ¾ - al i no longr orrt 5

More information

Crack formation and tensile stress-crack opening behavior of fiber reinforced cementitious composites (FRCC)

Crack formation and tensile stress-crack opening behavior of fiber reinforced cementitious composites (FRCC) Fratur Mhani Conrt Conrt Strutur - High Prforman, Fibr Rinford Conrt, Spial Loading Strutural Appliation- B. H. Oh, t al. (d) 200 Kora Conrt Intitut, ISBN 978-89-5708-82-2 Crak formation tnil tr-rak opning

More information

OH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9

OH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9 OH BOY! O h Boy!, was or igin a lly cr eat ed in F r en ch an d was a m a jor s u cc ess on t h e Fr en ch st a ge f or young au di enc es. It h a s b een s een by ap pr ox i ma t ely 175,000 sp ect at

More information

Conventional Hot-Wire Anemometer

Conventional Hot-Wire Anemometer Convnonal Ho-Wr Anmomr cro Ho Wr Avanag much mallr prob z mm o µm br paal roluon array o h nor hghr rquncy rpon lowr co prormanc/co abrcaon roc I µm lghly op p layr 8µm havly boron op ch op layr abrcaon

More information

Master Thesis Seminar

Master Thesis Seminar Mar Thi minar Hlinki Univriy of Thnology Dparmn of Elrial and Commniaion Enginring Commniaion laboraory Mar hi rforman Evalaion of rially Conanad pa-tim Cod by Aboda Abdlla Ali prvior: prof vn-gav Häggman

More information

4.3 Design of Sections for Flexure (Part II)

4.3 Design of Sections for Flexure (Part II) Prsrssd Concr Srucurs Dr. Amlan K Sngupa and Prof. Dvdas Mnon 4. Dsign of Scions for Flxur (Par II) This scion covrs h following opics Final Dsign for Typ Mmrs Th sps for Typ 1 mmrs ar xplaind in Scion

More information

Advanced Queueing Theory. M/G/1 Queueing Systems

Advanced Queueing Theory. M/G/1 Queueing Systems Advand Quung Thory Ths slds ar rad by Dr. Yh Huang of Gorg Mason Unvrsy. Sudns rgsrd n Dr. Huang's ourss a GMU an ma a sngl mahn-radabl opy and prn a sngl opy of ah sld for hr own rfrn, so long as ah sld

More information

16.512, Rocket Propulsion Prof. Manuel Martinez-Sanchez Lecture 7: Convective Heat Transfer: Reynolds Analogy

16.512, Rocket Propulsion Prof. Manuel Martinez-Sanchez Lecture 7: Convective Heat Transfer: Reynolds Analogy 6.5, ok Propulsion Prof. Manul Marinz-Sanhz Lur 7: Conviv Ha Transfr: ynolds Analogy Ha Transfr in ok Nozzls Gnral Ha ransfr o alls an aff a rok in a las o ays: (a) duing h prforman. This nds o b a -3%

More information

UNIT #5 EXPONENTIAL AND LOGARITHMIC FUNCTIONS

UNIT #5 EXPONENTIAL AND LOGARITHMIC FUNCTIONS Answr Ky Nam: Da: UNIT # EXPONENTIAL AND LOGARITHMIC FUNCTIONS Par I Qusions. Th prssion is quivaln o () () 6 6 6. Th ponnial funcion y 6 could rwrin as y () y y 6 () y y (). Th prssion a is quivaln o

More information

EE 529 Remote Sensing Techniques. Review

EE 529 Remote Sensing Techniques. Review 59 Rmo Snsing Tchniqus Rviw Oulin Annna array Annna paramrs RCS Polariaion Signals CFT DFT Array Annna Shor Dipol l λ r, R[ r ω ] r H φ ηk Ilsin 4πr η µ - Prmiiviy ε - Prmabiliy

More information

Summary of heat engines so far

Summary of heat engines so far ummary of ea engines so far - ermodynami sysem in a proess onneing sae o sae - In is proess, e sysem an do ork and emi/absorb ea - Wa proesses maximize ork done by e sysem? - We ave proven a reversible

More information

Lecture 1: Numerical Integration The Trapezoidal and Simpson s Rule

Lecture 1: Numerical Integration The Trapezoidal and Simpson s Rule Lcur : Numrical ngraion Th Trapzoidal and Simpson s Rul A problm Th probabiliy of a normally disribud (man µ and sandard dviaion σ ) vn occurring bwn h valus a and b is B A P( a x b) d () π whr a µ b -

More information

O. Omikrine-Metalssi & V.-D. Le Université Paris-Est, Paris, France

O. Omikrine-Metalssi & V.-D. Le Université Paris-Est, Paris, France Fratur Mhani Conrt Conrt Strutur - Rnt Advan in Fratur Mhani Conrt - B. H. Oh, t al.(d) 2 Kora Conrt Intitut, Soul, ISBN 978-89-578-8-8 Intgration ontat lmnt in RGIB-modul th finit lmnt tar CESAR-LCPC

More information

H STO RY OF TH E SA NT

H STO RY OF TH E SA NT O RY OF E N G L R R VER ritten for the entennial of th e Foundin g of t lair oun t y on ay 8 82 Y EEL N E JEN K RP O N! R ENJ F ] jun E 3 1 92! Ph in t ed b y h e t l a i r R ep u b l i c a n O 4 1922

More information

Dangote Flour Mills Plc

Dangote Flour Mills Plc SUMMARY OF OFFER Opening Date 6 th September 27 Closing Date 27 th September 27 Shares on Offer 1.25bn Ord. Shares of 5k each Offer Price Offer Size Market Cap (Post Offer) Minimum Offer N15. per share

More information

Long-Term Deflections of Beams Strengthened by Prestressed and non-prestressed FRP Sheets Hesham Diab, Zhishen Wu, Ehsan Ahmed

Long-Term Deflections of Beams Strengthened by Prestressed and non-prestressed FRP Sheets Hesham Diab, Zhishen Wu, Ehsan Ahmed ISSN: 77-3754 IS 900:008 Crifid Inrnaional Journal of Enginring and Innovaiv Thnolog (IJEIT Volum 3, Iu, Augu 03 Long-Trm Dflion of Bam Srnghnd b Prrd and non-prrd FRP Sh Hham Diab, Zhihn Wu, Ehan Ahmd

More information

Estimation of Metal Recovery Using Exponential Distribution

Estimation of Metal Recovery Using Exponential Distribution Inrnaional rd Journal o Sinii sarh in Enginring (IJSE).irjsr.om Volum 1 Issu 1 ǁ D. 216 ǁ PP. 7-11 Esimaion o Mal ovry Using Exponnial Disribuion Hüsyin Ankara Dparmn o Mining Enginring, Eskishir Osmangazi

More information

I M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o

I M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o I M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o u l d a l w a y s b e t a k e n, i n c l u d f o l

More information

Chapter 5 The Laplace Transform. x(t) input y(t) output Dynamic System

Chapter 5 The Laplace Transform. x(t) input y(t) output Dynamic System EE 422G No: Chapr 5 Inrucor: Chung Chapr 5 Th Laplac Tranform 5- Inroducion () Sym analyi inpu oupu Dynamic Sym Linar Dynamic ym: A procor which proc h inpu ignal o produc h oupu dy ( n) ( n dy ( n) +

More information

Lecture 26: Leapers and Creepers

Lecture 26: Leapers and Creepers Lcur 6: Lapr and Crpr Scrib: Grain Jon (and Marin Z. Bazan) Dparmn of Economic, MIT May, 005 Inroducion Thi lcur conidr h analyi of h non-parabl CTRW in which h diribuion of p iz and im bwn p ar dpndn.

More information

Beechwood Music Department Staff

Beechwood Music Department Staff Beechwood Music Department Staff MRS SARAH KERSHAW - HEAD OF MUSIC S a ra h K e rs h a w t r a i n e d a t t h e R oy a l We ls h C o l le g e of M u s i c a n d D ra m a w h e re s h e ob t a i n e d

More information

2.1. Differential Equations and Solutions #3, 4, 17, 20, 24, 35

2.1. Differential Equations and Solutions #3, 4, 17, 20, 24, 35 MATH 5 PS # Summr 00.. Diffrnial Equaions and Soluions PS.# Show ha ()C #, 4, 7, 0, 4, 5 ( / ) is a gnral soluion of h diffrnial quaion. Us a compur or calculaor o skch h soluions for h givn valus of h

More information

Calculation of electromotive force induced by the slot harmonics and parameters of the linear generator

Calculation of electromotive force induced by the slot harmonics and parameters of the linear generator Calculation of lctromotiv forc inducd by th lot harmonic and paramtr of th linar gnrator (*)Hui-juan IU (**)Yi-huang ZHANG (*)School of Elctrical Enginring, Bijing Jiaotong Univrity, Bijing,China 8++58483,

More information

Economics 302 (Sec. 001) Intermediate Macroeconomic Theory and Policy (Spring 2011) 3/28/2012. UW Madison

Economics 302 (Sec. 001) Intermediate Macroeconomic Theory and Policy (Spring 2011) 3/28/2012. UW Madison Economics 302 (Sc. 001) Inrmdia Macroconomic Thory and Policy (Spring 2011) 3/28/2012 Insrucor: Prof. Mnzi Chinn Insrucor: Prof. Mnzi Chinn UW Madison 16 1 Consumpion Th Vry Forsighd dconsumr A vry forsighd

More information

Boyce/DiPrima 9 th ed, Ch 7.8: Repeated Eigenvalues

Boyce/DiPrima 9 th ed, Ch 7.8: Repeated Eigenvalues Boy/DiPrima 9 h d Ch 7.8: Rpad Eignvalus Elmnary Diffrnial Equaions and Boundary Valu Problms 9 h diion by William E. Boy and Rihard C. DiPrima 9 by John Wily & Sons In. W onsidr again a homognous sysm

More information