Fracture energy of high performance mortar subjected to high temperature

Size: px
Start display at page:

Download "Fracture energy of high performance mortar subjected to high temperature"

Transcription

1 Fratur Mhani Conrt Conrt Strutur - Rnt Advan in Fratur Mhani Conrt - B. H. Oh, t al.(d) 2 Kora Conrt Intitut, Soul, ISBN Fratur nrgy high prforman mortar ubjtd high tmpratur S. Djaknoun E. Oudraogo Domain Univritair, BP 53, 384 Grnobl CEDEX 9, Fran. A. Ahmd Bnyahia Laborair d Méaniqu Avané (LMA), FGMGP d L USTHB, BP 32 El-Alia, 6 Algr, Algria. ABSTRACT: A thr-point bnding tt apparatu for tting onrt-lik matrial at high tmpratur ha bn dvlopd. Nod pimn r hatd at a rat 3.3 C pr minut variou tmpratur, up a maximum 9 C. Thy r n ubjtd a thr-point bnding tt hil tmpratur a hld ontant. Th maximum pak load ourrd in tmpratur rang 3 5 C, drad harply at highr tmpratur. Th xprimntal rult dmontratd a notiabl nonlinar fft tmpratur on fratur ritan mortar for high prforman onrt. Tnaity paramtr uh a tr intnity far or fratur nrgy r found volv ith tting tmpratur. Tmpratur in rang 3 5 C ld optimal valu for paramtr, hra at highr tmpratur, paramtr valu drad onidrably. SEM mirograph hatd pimn aftr mhanial tt failitatd undrting maroopi bhaviour. INTRODUCTION Conrt i a htrognou matrial ith quaifragil bhaviour. Th miro-raking pro an altr mhanial proprti onrt. Strdformation urv in onrt initially undrgo a linar lati volution n a nonlinar volution up tr pak, follod by a mor or l vr tning pha. Th oaln miro-rak lad apparan a fratur maro-rak. In many a, thi fratur i not only du rak propagation mhanim. Miroraking an b dividd in pha; firt pha bgin ith rak propagation throughout initiatd miro-rak. Th ond pha i ubjt fratur mhani. For onrt matrial, miro-rak ar ontitutiv matrial, i.., y xit prior appliation a mhanial load. Th onubtantial miro-rak an potntially or ntially ontribut maro-rak formation lading matrial failur. Th ory lati linar fratur mhani i urrntly ud analyz mtalli matrial failur. All damag phnomna ar aumd our at tip rak. Convrly, nonlinar fratur mhani aum xitn a fratur pro zon (FPZ), a plan zon hr damag mhanim our. Thi lat approah appar b mor rlvant analyi iotropi matrial ith quai-brittl bhaviour, uh a onrt, in hih mod I fratur i dominant. Similar nonlinar fratur mhani, damag mhani ha bn dvlopd modl fratur matrial hil xhibiting tning bhaviour; thu, it i rlvant modlling rak initiation pha. Many tudi hav rportd an influn mortar or onrt ompoition on it ritan rak propagation (Kaplan 96, Gjorv t al. 977), but rult hav bn ontradiry. Morovr, a id varity tt tmpratur rang, xprimntal ondition, matrial ompoition, ur ondition mak it vry diffiult ompar publihd tudi. Th xprimntal dtrmination rak propagation ritan ithin hydrauli bindr matrial ha bn idly rportd, ith main ontribution by Samy (979) Zigldorf (983). Among tt, thr-point bnding tt on nod pimn, dfind by RILEM rommndation (RILEM 985, RILEM 2), ar ud haratri mortar or onrt ritan propagation, by dtrmining fratur nrgy in a mod I fratur. Thi mthod, dvlopd by Hillrborg Ptron (98), prform a tabl pro bnding tt on a nod pimn. In bnding tt, tr fild i nonuniform ith a ontinuouly volving gradint along path rak propagation. Thi may rult in a variation in nrgy pr unit ara nary for rak

2 propagat J = D ( h, T ) a hfar a ritant tion a noth () plan volv. Morovr, in bnding tt, lngth Th rak proportionality propagation offiint i rlativly D(h,T) hort, i alld noth moitur hih prmability initiat rak it i propagation a nonlinar do funtion not hav ral rlativ rak humidity haratriti. h tmpratur Conquntly, T (Bažant mor nrgy Najjar i 972). ndd Th in moitur rak ma initiation balan pro. rquir A pri that variation analyi in tim rak ma propagation pr unit mhanim volum onrt ho ( that ontnt ) fratur b qual nrgy dtrmination divrgn i moitur afftd flux by paraiti J phnomna hn rak propagation path i hort, for xampl if r i a high ratio noth lngth id lngth. = J (2) Mot rult rportd in litratur rport on Th matrial ontnt bhaviour an at b room xprd tmpratur, a aftr um onrt vaporabl ha bn hatd variou tmpratur (apillary, vapor, n oold. adorbd Th ) tudi ntially non-vaporabl valuat (hmially ridual ritan bound) onrt matrial n (Mill 966, (Didrik Pantazopoulo t al. 988, Mill RILEM 995). 2, It i Fltti raonabl t al. 996, aum Shrflr that 995, vaporabl Chan t al. 2-, i a funtion Chan t al. 2-2, rlativ Mnou humidity, t al. h, dgr 26). Or hydration, mor ambitiou α, projt dgr hav ilia fum trid ration, dtrmin α onrt, i.. = (h,α,α ) bhaviour = ag-dpndnt at high tmpratur, orption/dorption but tt iorm ar mor (Norling diffiult Mjonll 997). prform. Undr In thi gnral, aumption tting tmpratur by ubtituting hav Equation bn limitd in 6 C, Equation hih 2 on i obtain rfrn tmpratur for fir ondition in a building. Bazant Kazmi (99), Khoury t al. (985), Noumoé t al. (994), Fltti t al. (996) hrportd on omprion or thr-point ( D h) = α α n (3) bnding h ttt, ith h rult α up 6 C. α Mot rportd tt hav bn prformd on ordinary onrt, ith vry f uing highprforman hr / h i lop orption/dorption onrt (HPC). Th prnt tudy iorm (alo alld moitur apaity). Th invtigat HPC. Thr-point bnding tt hav govrning quation (Equation 3) mut b ompltd bn arrid out at high tmpratur up 9 C on by appropriat boundary initial ondition. nod pimn HPC mortar. Th volution Th rlation btn amount vaporabl tnaity paramtr ith tmpratur hav bn rlativ humidity i alld adorption dtrmind rportd. Analyi SEM iorm if maurd ith inraing rlativity mirograph pimn aftr hating humidity dorption iorm in oppoit ooling ha bn ud hlp undrt a. Nglting ir diffrn (Xi t al. 994), in matrial bhaviour. folloing, orption iorm ill b ud ith rfrn both orption dorption ondition. By ay, if hytri moitur 2 MATERIALS AND METHODS iorm ould b takn in aount, diffrnt rlation, vaporabl v rlativ humidity, mut Th invtigatd mortar matrial i a mixtur b ud aording ign variation alibratd normalizd, mnt, mixd rlativity humidity. Th hap orption ith upr-platiizr, fin partil fum iorm for HPC i inflund by many paramtr, ilia. Th maximum partil iz alibratd pially tho that influn xtnt rat i 2 mm. Th mnt i a CEM 52.5 produt hmial ration, in turn, dtrmin por produd by Viat, upr-platiizr trutur por iz ditribution (--mnt ontaining polyarboxilat dlivrd in liquid form ratio, mnt hmial ompoition, SF ontnt, i from Sika. Thi mortar matrial ha a lo uring tim mthod, tmpratur, mix additiv, poroity, ith a / ratio.25. Th mortar i t.). In litratur variou formulation an b plad in a mould hih i vibratd aording a found drib orption iorm normal trit prool. At mid-lngth mould r onrt (Xi t al. 994). Hovr, in prnt ar. mm idth blad hih form noth papr mi-mpirial xprion propod by during moulding pro. Thn, for 24 hour Norling Mjornll (997) i adoptd bau it mould i prottd ith a plati ht prvnt moitur xpliitly lot. aount Th mould for produ volution thr pimn hydration that ration ar alibratd SF in ontnt. iz Thi ight. orption Th pimn iorm ar rad primati ith a quar tion, y maur 6x25x25 mm 3. Although hav produd pimn ith varying noth lngth, prnt tt rult only for tho that ar mm ( h, α, α ) = G ( α, α ) long. Th tt r arrid out on a ZWICK Z4 ( g α α ) h tting mahin quippd ith a 6 C (4) tmpratur hating apaity indutrial furna. Th tup i quippd ith a pial ( g αxtnomtr, α ) h bad K ( α, α ) on maurmnt LVDT nor plad outid furna. A diffrntial ytm, uing alumina rod poitiond axially through furna, maur hr firt diplamnt trm (gl iorm) from rprnt uppr punh ard phyially bound lor (adorbd) punh; thi diplamnt ond ortially trm (apillary orrpond iorm) rprnt pimn apillary hight variation. Thi in xprion a uniaxial i omprion valid only for tt. lo Th ontnt high tmpratur SF. Th offiint thr-point Gbnding rprnt tt apparatu amount ha bn adaptd pr unit volum thi xtnomtr. hld in gl Th por maurd at % for rlativ humidity, diplamnt it an b xprd loading point (Norling ar rordd Mjornll during 997) a tt. G ( α, α ) = k α k α vg vg (5) hr k vg k vg ar matrial paramtr. From maximum amount pr unit volum that an fill all por (both apillary por gl por), on an alulat K a on obtain α α K (, ) = g α α.88α.22α G g α α (6) Th matrial paramtr k vg k vg g an Figur. Vi a pimn in tting apparatu aftr a b alibratd by fitting xprimntal data rlvant tt i prformd at 5 C tmpratur. fr (vaporabl) ontnt in onrt at variou Th ag prnt (Di Luzio tudy pifially Cuati 29b). xamin mhanial loading hil pimn i hatd. A thr 2.2 Tmpratur pha rmal volution yl i applid matrial during a tt: () a hating pha at a rat 3.3 C/min, Not that, at (2) arly a ag, holding in tim hmial aftr ration targt tmpratur aoiatd ith i rahd, mnt hydration (3) a ooling SF pha ration at a rat ar xormi, 2.5 C/min. Th tmpratur holding tim fild i i dividd not uniform in for non-adiabati priod. Th firt ytm -hour vn if priod nvironmntal i applid in all tmpratur tt i i ud ontant. qualiz Hat ondution tmpratur an b dribd pimn in onrt, loading at lat apparatu. for tmpratur Th ond not holding xding tim C priod (Bažant i haratrizd Kaplan by mhanial 996), by loading, Fourir la, nd hih gnrally rad ith failur pimn; tim i variabl dpnd on q = λ T tting tmpratur. A ontant.5 mm/min (7) diplamnt rat i applid pimn, ration hr q for i i maurd hat flux, during T i mhanial abolut loading. tmpratur, Th folloing λ i tting hat ondutivity; tmpratur in r thi applid: 25, 5, 3, 5, 7 C. Th matrial Proding FraMCoS-7, May 23-28, 2

3 a not ttd at 9 C bau it trngth a inuffiint. On pimn tmpratur had drad room tmpratur, it a rmovd from furna a SEM miroopy analyi a prformd. 3 RESULTS AND DISCUSSION Th applid mthod rquir u dfltion ontrol for pimn, both for mauring diipatd nrgy during omplt tabl ruptur matrial, for tudying fraturd tion aftrard. To nur that rak propagation i tabl ith no diipation upplmntary nrgy, our tt impod a diplamnt intad for. Important rult r obtaind on fratur load at variou tmpratur uing thr-point bnding tt. Figur 2 ho load-diplamnt urv from tt prformd on mm noth lngth pimn at variou tting tmpratur. Th rult ho laial bll-hap volution haratrizd by a pak load follod by a tning urv.,45,4,35,3 ) N,25 ( K d a o,2 L,5,,5 a = T=25 C T=5 C T=3 C T=5 C T=7 C,,2,3,4 Diplamnt (mm) Figur 2. Evolution pimn maximal applid load v. dfltion, for a mm lngth nod pimn at variou tting tmpratur. A global analyi rult uggt that urv an b laifid in group. Th firt group inlud tt prformd at tmpratur ranging from 25 5 C, ar haratrizd by high maximal load pronound pak. Th ond group only inlud tt prformd at 7 C, i haratrizd by a notiably rdud pak load follod by a progriv volution rulting load. JIn = D ( thi h, T ) a, h raking that ourrd aftr load pak i mor progriv i imilar pudo-dutility. Th proportionality Figur 2 offiint ho D(h,T) tranition in moitur matrial prmability bhaviour it a i a nonlina tmpratur inra from rlativ 5 humidity 7 C. h Within tmpratur firt group, Najjar pak 972). load inra Th moitur a ma balan tmpratur inra that from variation 25 in 3 C tim (ith ma xption a light volum dra onrt at 5 C), ( ontnt n ) b q pak load dra divrgn at 5 C. moitur flux J,4,35,3 ) N ( K,25 D A O,2 L k a,5 P,,5 = J Th ontnt an b xprd a vaporabl (apillary a vapor, adorbd ) non- (hmially bound) n (Mil Pantazopoulo Mill 995). It i ra aum that vaporabl i a fu rlativ humidity, h, dgr hydration dgr ilia fum ration, α, i.. = = ag-dpndnt orption/dorption (Norling Mjonll 997). Undr thi aum by ubtituting Equation in Equati obtain 2 3 h ( D h) = α α h t h Tmpratur ( C) α α Figur 3. Variation maximal applid for on a mm lngth nod pimn v. tting tmpratur. hr / h i lop orption/ iorm (alo alld moitur apa Th tning govrning urv quation during (Equation tt at 3) 25 mut b 5 C ar mor by appropriat pronound boundary than at initial or onditi tmpratur; thi indiat Th rlation that btn matrial i amount mor fragil at thi tmpratur rlativ rang, humidity partiularly i alld at 5 C. In ummary, iorm matrial if maurd bhaviour ith hang inraing notably from 5 humidity 7 C. dorption Figur 3 ho iorm in th volution a. maximal Nglting load ir ith diffrn tting (Xi t al. tmpratur ud in folloing, Figur 2; orption load valu iorm ar ill b avragd ovr thr rfrn tt at both ah orption tmpratur. dorption Th dra maximal By load ay, at a if tt tmpratur hytri 5 C i apparnt. iorm Variou ould xplanation b takn in for aount, thi phnomnon hav rlation, bn vaporabl propod. For xampl, v rlativ humi Khoury t al. (985) b ud uggtd aording that at mirotrutur ign varia al at thi tmpratur, rlativity humidity. fluidity Th inra, hap hih ould indu iorm a dra for HPC in i inflund Van dr Waal by many p for btn pially li tho alium that iliat influn hydrat xtnt (CSH) oat, lading hmial a ration dra in, in urfa turn, dtrm nrgy oat. trutur W ill xamin por iz thi phnomnon ditribution (ratio, mnt hmial ompoition, SF latr. Th matrial tnaity uring tim ha bn mthod, haratrizd tmpratur, a mix part matrial t.). bhaviour In litratur at high tmpratur. variou formulatio Th rlvant paramtr found i drib tr intnity orption far iorm (K I ), hih i dtrmind onrt (Xi from t analytial al. 994). formula Hovr, in th bad on Mhani papr Continuum mi-mpirial Mdia ory xprion pro aount for variou Norling gomtri Mjornll (997) loading i adoptd b ondition. Proding FraMCoS-7, May 23-28, 2

4 J = Th D ( maximal h, T ) h tr intnity far for mm () noth lngth pimn at variou tmpratur ar providd Th proportionality in Figur 4. offiint Thi paramtr D(h,T) i i a linar alld funtion moitur prmability maximal load it ithin i a nonlinar a givn tt; funtion thi haratriti rlativ humidity provid h ommonality tmpratur T (Bažant ir volution Najjar 972). (Fig. Th 3). moitur Hn, at ma tmpratur balan rquir ovr 3 C, that variation tr intnity tim far dra ma pr harply unit ith volum inraing onrt tmpratur. ( ontnt In or ) b qual ord, matrial divrgn fratur ritan, moitur flux a J haratrizd by it tnaity, dra ith inraing tmpratur. An inra in tmpratur K I from 5 3 C ha bn = obrvd J likly rprnt a rtart (2) an alration mnt dhydration pro at Th origin ontnt link btn an b xprd variou a mortar um ontitunt vaporabl (Rfrn). (apillary, vapor, Fratur adorbd nrgy ) i dfind a non-vaporabl nrgy nary (hmially rat bound) a rak ith a unity urfa n (Mill 966, during Pantazopoulo a mod I ruptur. Mill 995). It an b It dtrmind i raonabl from RILEM aum that (985) vaporabl rommndation i a through funtion folloing rlativ humidity, quation: h, dgr hydration, α, dgr ilia fum ration, α G W, i.. = (h,α,α ) = = ag-dpndnt orption/dorption iorm F (Norling 2AMjonll 997). Undr thi aumption () lig by ubtituting Equation in Equation 2 on hr obtain W = nrgy rprntd by ara undr rordd load-diplamnt urv (auming that all furnihd nrgy i ud rat rak); h ( D h) = A lig = ritant tion ara α ituatd α in n noth (3) h t h α α plan. Th tmpratur inra ha an fft on mhanial hr / h proprti i lop onrt; orption/dorption thi an b n in iorm volution (alo alld moitur fratur apaity). nrgy ith Th tmpratur. govrning quation (Equation 3) mut b ompltd by Figur appropriat 5 ho boundary ho initial ara ondition. undr loaddiplamnt Th rlation urv, btn rprnting amount tal vaporabl nrgy, hang a rlativ tmpratur humidity inra, i alld adorption Figur 6 ho iorm volution if maurd ith fratur inraing nrgy rlativity G F ith tmpratur. humidity Th dorption urv iorm appar imilar in oppoit bau Ga. F i proportional Nglting ir diffrn nrgy W. (Xi Figur t al. 6994), ho in a dra folloing, G F orption at 5 C, iorm follod ill by b an ud inra ith until rfrn 3 C, both a light orption dra dorption from 3 ondition. 5 C, By finally ay, an harp if dra hytri at tmpratur moitur highr than iorm 5 C. ould Rult b takn at 9 C in ar aount, not hon; diffrnt tt ould rlation, not vaporabl b ompltd bau v rlativ pimn humidity, brok mut during b ud hating aording bfor ign mhanial variation load a applid. rlativity Thu, humidity. ddu Th that hap matrial ritan orption iorm fratur for HPC nrgy i inflund i null by at many 9 C. paramtr, That i onitnt pially tho ith that volution influn xtnt G F rat urv in Figur hmial 6. Figur ration 5, 6 uggt in turn, that dtrmin a tmpratur por trutur 4 C i optimal. por iz ditribution (--mnt ratio, To bttr mnt undrt hmial matrial ompoition, bhaviour SF ontnt, at high tmpratur, uring tim mthod, prformd tmpratur, mirotrutur mix additiv, tudi. Sampl t.). In litratur pimn variou ttd formulation variou an b tmpratur found drib r oold orption analyzd iorm uing normal SEM. Chmial onrt (Xi analy t al. r 994). alo Hovr, prformd in but ar prnt not diud papr hr. mi-mpirial Figur 7(a-b) ho xprion typial propod mirograph by takn Norling at 25 Mjornll 5 C, (997) rptivly, i adoptd Figur bau 8(a-b-) it xpliitly aount for volution hydration ration 3 SF ontnt. Thi orption iorm rad 25 ( ) = G ( α, α ) ( g α α ) h ) h2, α, α 5, m /m 5 ( N K I 5 hr firt trm (gl iorm) rprnt phyially bound (adorbd) ond trm (apillary iorm) rprnt apillary. Thi xprion 2 3i 4 valid 5 only 6for 7 lo 8 ontnt 9 SF. Th offiint Tmpratur G rprnt ( C) amount pr unit volum hld in gl por at % Figur 4. Evolution maximal tr intnity far on rlativ humidity, it an b xprd (Norling mm lngth nod pimn v. tting tmpratur. Mjornll 997) a,2 α, α = k α,8 vg G ( ) k α vg,2 ( g α α ) h K ( α, α ) ao= mm (4) (5),6 hr k vg k vg ar matrial paramtr. From maximum,4 amount pr unit volum that an fill ) all por (both apillary por gl por), on m,2 an alulat K,m a on obtain N, (K,8 g α α W.88α.22α G,6 (6) K ( α, α ) =,4 g α α h Th, matrial paramtr k vg k vg g an b alibratd by fitting 2 3 xprimntal 4 5 6data 7rlvant 8 9 fr (vaporabl) ontnt in onrt at Tmpratur ( C) variou ag (Di Luzio Cuati 29b). Figur 5. Evolution ara undr load-diplamnt urv on mm lngth nod pimn v. tting tmpratur. 2.2 Tmpratur volution Not that, at arly ag, in hmial ration diplay tho at 3, 5, 7 C. Th volution aoiatd ith mnt hydration SF ration CSH oat ith tmpratur an b larly ar xormi, tmpratur fild i not uniform n. At 25 C tmpratur, CSH produt appar a for non-adiabati ytm vn if nvironmntal indd light ht. At 5 C, matrial prnt tmpratur i ontant. Hat ondution an b a larg nrk rak; on m i viibl in dribd in onrt, at lat for tmpratur not Figur 7-b. xding C (Bažant Kaplan 996), by Th apparan rak an b xplaind by Fourir la, hih rad rmal dilation that indu paration CSH ht. Thi paration lad q = λ T diminution ir mutual attration for. Th (7) akning link btn hydrat an initiat hr miro-dft q i hat that flux, an failitat T i liding abolut (a dra tmpratur, matrial λ i ritan hat ondutivity; an b obrvd in thi at thi tmpratur). At a tmpratur 3 C (Fig. Proding FraMCoS-7, May 23-28, 2

5 ,25 ao= mm,2 ),5 m m / (NF G, = D (h, T ) h i probably du 3 C. Th CSH Jtranformation matrial dhydration hih onnt prviouly paratd ht. Th proportionality offiint D(h,T) moitur prmability it i a nonlina rlativ humidity h tmpratur Najjar 972). Th moitur ma balan that variation in tim ma volum onrt ( ontnt ) b q divrgn moitur flux J = J,5 t Tmpratur ( C) Figur 6. Variation fratur nrgy mm lngth nod pimn v. tting tmpratur. Th ontnt an b xprd a vaporabl (apillary a vapor, adorbd ) non- a- T = 3 C (hmially bound) n (Mil Pantazopoulo Mill 995). It i ra aum that vaporabl i a fu rlativ humidity, h, dgr hydration dgr ilia fum ration, α, i.. = = ag-dpndnt orption/dorption (Norling Mjonll 997). Undr thi aum by ubtituting Equation in Equati obtain a- T = 25 C b- T = 5 C Figur 7. SEM mirograph mortar at variou tting tmpratur. Hydrat ar abundant at 25 C 5 C, but rak appar at 5 C. 8-a), morphology bom mor ompat CSH bom ordd. Clo attntion mirograph at thi tmpratur rval that miro-rak that appard at 5 C ar bridgd by CSH tranform produt; thi phnomnon larly xplain matrial ritan inra at h ( D h) = α bh T =t 5 C h α α α hr / h i lop orption/ iorm (alo alld moitur apa govrning quation (Equation 3) mut b by appropriat boundary initial onditi Th rlation btn amount rlativ humidity i alld iorm if maurd ith inraing humidity dorption iorm in th a. Nglting ir diffrn (Xi t al. folloing, orption iorm ill b rfrn both orption dorption T = 7 C By - ay, if hytri Figur 8. SEM mirograph invtigatd mortar hn iorm ould b -takn intting aount, ubjtd a- 3 C, b-5 C 7 C rlation, vaporabl v rlativ tmpratur. Whra hydrat (CSH) ar prnt at 3 humi b noud ign varia 5 C, uh pha ar moraording viibl at 7 C. rlativity humidity. Th hap HPC ixhibit inflund by many p At 5 C (Fig.iorm 8-b), formatrial rgular pially tho that influn xtnt miro-raking. Th CSH hav dhydratd but ar hmial in bgan turn, dtrm till lightly prnt, ration Portlit, pha trutur por iz ditribution it dompoition. But at 7 C (Fig. 8-), CSH (mnt ompoition, SF produt ar noratio, longr viiblhmial hav bn uring tim mthod, tmpratur, mix rplad by CS or CS2 pha trutur. Th t.). In litratur variou formulatio tranformation ubqunt diapparan found drib orption iorm CSH oat at tmpratur 7 C highr ar t al. 994). Hovr, in th aompanid by onrt a drati (Xi rdution in matrial papr mi-mpirial xprion pro ritan (Fig. 3). Norling Mjornll (997) i adoptd b A yni SEM mirograph analyi Proding FraMCoS-7, May 23-28, 2

6 a J hmial = D ( h, T ) analyi h (not prntd hr) rvald () that volution mortar mhanial proprti ith Th tmpratur proportionality i orrlatd offiint D(h,T) mirotrutur i alld volution, moitur prmability lo, it i dhydration a nonlinar ration. funtion Chmial rlativ dompoition humidity h uing tmpratur x-ray analyi T (Bažant or rmogravimtri Najjar 972). Th analyi moitur (TGA) ma hould balan alo rquir onfirm our that rult; variation in invtigation tim ill b ma undrtakn pr unit latr. volum Thi onrt matrial ( hould ontnt b furr ) b ttd qual at thi partiular divrgn tmpratur. moitur Latly, flux J invtigatd matrial i mor imilar mortar than onrt. Thu, unlik onrt, propagation initiatd rak i unlikly = Jb ppd by prn a grain. (2) Th ontnt an b xprd a um 4 CONCLUSIONS vaporabl (apillary, vapor, adorbd ) non-vaporabl Th (hmially aim bound) prnt ork i invtigat high n (Mill 966, prforman Pantazopoulo onrt Mill mortar 995). bhaviour It i hn raonabl ubjtd aum inraing that tting vaporabl tmpratur. A thr-point i a funtion bnding tt rlativ apparatu humidity, a dvlopd h, dgr in alumina hydration, matrial, α, tt dgr r ondutd ilia fum by ration, loading α mm lngth nod, i.. = (h,α,α ) pimn = ag-dpndnt that had bn orption/dorption hatd variou tmpratur iorm (25, (Norling 5, 3, Mjonll 5, 7, 997). Undr 9 C). thi aumption by - ubtituting Blo a tmpratur Equation in 5 C Equation matrial 2 on xhibitd obtain nonlinar quai-brittl bhaviour ith good ritan. At tmpratur up 7 C, bhaviour hangd nonlinar ith pudo-dutility notably lr ritan. h Th optimal ritan i obtaind ( D h) = α α n (3) ithin h 3-5 C h tmpratur α α rang, matrial xhibit no ritan at 9 C. - Th tnaity paramtr, inluding tr hr / h i lop orption/dorption intnity far K I fratur nrgy G F, hav iorm (alo alld moitur apaity). Th bn dtrmind. Thir volution ith tmpratur govrning quation (Equation 3) mut b ompltd bhav in a imilar fahion a pak load v. by appropriat boundary initial ondition. tmpratur. Th rlation btn amount vaporabl - An analyi SEM mirograph hod that rlativ humidity i alld adorption rak firt our at a tmpratur 5 C ith a iorm if maurd ith inraing rlativity draing pak load. A bridging phnomnon for humidity dorption iorm in oppoit rak at 3 C a n obrvd, aompanid a. Nglting ir diffrn (Xi t al. 994), in by CSH tranformation an inra pak folloing, orption iorm ill b ud ith load. A tmpratur furr inrad, hydrat rfrn both orption dorption ondition. produt volvd a a n miro-raking phnomnon By ay, if hytri moitur appard at 5 C. Finally, diapparan iorm ould b takn in aount, diffrnt hydrat at tmpratur ovr 7 C a aompanid rlation, vaporabl v rlativ humidity, mut by a drati dra in matrial ritan. Th b ud aording ign variation mirotrutur obrvation r onitnt ith rlativity humidity. Th hap orption maroopi rmo-mhanial bhaviour iorm for HPC i inflund by many paramtr, matrial, a dtrmind by thr-point bnding pially tho that influn xtnt rat tt. Analyi hydrat volution ha bn hmial ration, in turn, dtrmin por propod. trutur por iz ditribution (--mnt ratio, mnt hmial ompoition, SF ontnt, uring tim mthod, tmpratur, mix additiv, REFERENCES t.). In litratur variou formulation an b found drib orption iorm normal Bazant, Z.P. Kazmi, M.T. 99. Dtrmination fratur onrt nrgy, (Xi pro t al. zon 994). lngth Hovr, brittln in numbr prnt from papr iz fft, mi-mpirial ith appliation xprion rok propod onrt. by Norling Intrnational Mjornll Journal (997) Fratur i 44: adoptd -3. bau it Chan, xpliitly Y.N., aount Luo X., for Sun, W., volution 2, Efft hydration high ration tmpratur SF ontnt. ooling rgim Thi orption on ompriv iorm rad trngth por proprti high prforman onrt, Contrution Building Matrial, 4 (2) Chan, Y.N., Luo X., Sun, W., 2, Compriv trngth por trutur high-prforman onrt aftr xpour ( h, high α, α ) = G ( tmpratur α, α ) up 8 C, Cmnt Conrt Rarh 3 (2) ( g α α ) h Diamond, S Th Mirotrutur Cmnt Pat (4) in Conrt, VIII Intrnational Cong. Chm. Cm, Rio d ( g α α ) h Janiro 986 : 3-2. K ( α, α ) Didrih, U., Jumppanm, U.-M. Pnttala, V Matrial proprti high trngth onrt at lvatd tmpratur, IABSE 3 th Congr, Hlinki, 988. Flltti, hr R., firt Gambarova, trm (gl P.G., iorm) Roati, G.P., rprnt Cori, F. Giannuzzi, G Ridual Mhanial proprti phyially high trngth bound Conrt (adorbd) Subjtd High Tmpratur ond trm Cyl. (apillary Pro. 4iorm) Intrnational rprnt Sympoium on Utilization apillary. High Thi Strngth/High xprion i Prforman valid only for Conrt, lo ontnt Pari, Fran SF. Th 996, offiint G rprnt amount GjØrv, pr O.E., unit Sornn, volum S.F. hld in Arnn, gl A. por 977. at % Noth nitivity fratur ughn onrt, Cmnt rlativ humidity, it an b xprd (Norling onrt Rarh, 7: Hillrborg, Mjornll 997) A. Ptron, a P.E. 98. Fratur mhanial alulation. Tt mthod rult for onrt imilar matrial. Proding 5th Intrnational G ( Confrn α, α ) = k on α Fratur, k Cann, α 98. (5) vg vg Kaplan, M.F. 96. Crak propagation fratur onrt, A.C.I. Journal, 58 (5): Khoury, hr kg.a., vg Graingr, k vg ar B.N. matrial Sullivan, paramtr. G.P.E From Strain maximum onrt amount during firt hating pr unit 6 C volum undr that load. an fill Magazin all por (both Conrt apillary Rarh, por 37: gl por), on Mnou, an alulat A., Mounajd, K G., Boua, H., Pinaud, A., Carr, H., a on obtain ridual fratur nrgy mnt pat, mortar onrt ubjt high tmpratur, Thortial Applid Fratur Mhani 45 (26) g α α Noumo, A., Clatr, P., Dbiki, G. Bolvin, M.,.88α.22α G 994. High tmpratur Efft High Prforman Conrt: (6) K ( Strngth α, α ) = poroity. Third CANMET/ACI Intrnational Confrn on Durability g αconrt, α Ni, Fran, May, 994. RILEM 5-FMC on fratur Mhani onrt, 985. Dtrmination Th matrial paramtr fratur Enrgy k Mortar Conrt vg k vg g an by man thr-point bnding tt on nod Bam, b alibratd by fitting xprimntal data rlvant Matrial Strutur 8(6): RILEM fr (vaporabl) TC 29-MHT 2, Tt ontnt mthod in for onrt mhanial at variou proprti ag (Di onrt Luzio at high Cuati tmpratur 29b). Rommndation, Part8-Stady-tat rp rp rovry for rvi aidnt ondition. Matrial Strutur 33: 6-3. Shrflr, 2.2 Tmpratur B.A.F.E, 995. volution Coupld rmo-hydro-mhanial pro in porou mdia inluding pollutant tranport, Not that, at arly ag, in hmial ration Arhiv Computational Mthod in Enginring, in aoiatd Environmntal ith Enginring mnt hydration 2(3): -. by CIMM, SF Barlona ration ar - xormi, Spain. tmpratur fild i not uniform Samy, for non-adiabati R.N ytm Linar vn lati if fratur nvironmntal mhani tmpratur paramtr i onrt, ontant. Fratur Hat mhani ondution onrt, an Ed, b F.H. Wittman, Edir, Fratur Mhani Conrt, dribd in onrt, at lat for tmpratur not Elvir Sin Publihr, Nrl (983), pp. 4- xding 46. C (Bažant Kaplan 996), by Zigldorf, Fourir la, S hih Fratur rad mhani paramtr hardnd mnt pat, aggrgat intrfa, Fratur q = Mhani λ T Conrt, Ed. F.H. Wittman, Edir, Fratur (7) Mhani Conrt, Elvir Sin Publihr, Nrl (983), pp hr q i hat flux, T i abolut tmpratur, λ i hat ondutivity; in thi Proding FraMCoS-7, May 23-28, 2

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

Analysis of balanced double-lap joints with a bi-linear softening adhesive

Analysis of balanced double-lap joints with a bi-linear softening adhesive Fratur Mhani Conrt and Conrt Strutur - Ant, Durability, Monitoring and Rtritting Conrt Strutur- B. H. Oh, t al. (d 00 Kora Conrt ntitut, Soul, SBN 978-89-5708-8-5 Analyi baland doubl-lap joint with a bi-linar

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

Stress-compatible embedded cohesive crack in CST element

Stress-compatible embedded cohesive crack in CST element Fratur Mhani of Conrt an Conrt Strutur - Rnt Avan in Fratur Mhani of Conrt - B. H. Oh, t al.() 2010 Kora Conrt Intitut, Soul, ISBN 978-89-5708-180-8 Str-ompatibl mb ohiv rak in CST lmnt J.F. Oln & P.N.

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

Pre and post-cracking behavior of steel-concrete composite deck subjected to high cycle load

Pre and post-cracking behavior of steel-concrete composite deck subjected to high cycle load Fratr Mhani Conrt Conrt Strtr - High Prforman, Fibr Rinford Conrt, Spial Loading Strtral Appliation- B. H. Oh, t al. (d) 2 Kora Conrt Intitt, ISBN 978-89-578-82-2 Pr pot-raking bhavior tl-onrt ompoit dk

More information

Verification of wet and dry packing methods with experimental data

Verification of wet and dry packing methods with experimental data Fratur Mhani Conrt Conrt Strutur - High Prforman, Fibr Rinfor Conrt, Spial Loaing Strutural Appliation- B. H. Oh, t al. () Kora Conrt Intitut, ISBN 978-89-578-8- Vrifiation wt ry paking with xprimntal

More information

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

Recent advances on self healing of concrete

Recent advances on self healing of concrete Fratur Mhani Conrt Conrt Strutur - Rnt Advan Fratur Mhani Conrt - B. H. Oh, t al.(d) 21 Kora Conrt Intitut, Soul, ISBN 978-89-578-18-8 Rnt advan on lf onrt E. Shlangn, H. Jonkr, S. Qian & A. Garia Dlft

More information

Characteristics of beam-electron cloud interaction

Characteristics of beam-electron cloud interaction Charatriti of bam-ltron loud intration Tun hift and intabilit K. Ohmi KEK Int. Workhop on Two-tram Intabiliti in Partil Alrator and Storag Ring @ KEK Tukuba Japan Bam-ltron intration Bam partil ar loalid

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

CALCULATION OF SHRINKAGE STRAIN IN EARLY-AGE CONCRETE STRUCTURES---AN EXAMPLE WITH CONCRETE PAVEMENTS

CALCULATION OF SHRINKAGE STRAIN IN EARLY-AGE CONCRETE STRUCTURES---AN EXAMPLE WITH CONCRETE PAVEMENTS Cmntitious Composits, 11-13 April 212, Amstrdam, Th Nthrlands CALCULATION OF SHRINKAGE STRAIN IN EARLY-AGE CONCRETE STRUCTURES---AN EXAMPLE WITH CONCRETE PAVEMENTS Jun Zhang, Dongwi Hou and Yuan Gao Dpartmnt

More information

Utilizing exact and Monte Carlo methods to investigate properties of the Blume Capel Model applied to a nine site lattice.

Utilizing exact and Monte Carlo methods to investigate properties of the Blume Capel Model applied to a nine site lattice. Utilizing xat and Mont Carlo mthods to invstigat proprtis of th Blum Capl Modl applid to a nin sit latti Nik Franios Writing various xat and Mont Carlo omputr algorithms in C languag, I usd th Blum Capl

More information

Uncertainty in non-linear long-term behavior and buckling of. shallow concrete-filled steel tubular arches

Uncertainty in non-linear long-term behavior and buckling of. shallow concrete-filled steel tubular arches CCM14 8-3 th July, Cambridg, England Unrtainty in non-linar long-trm bhavior and bukling of shallow onrt-filld stl tubular arhs *X. Shi¹, W. Gao¹, Y.L. Pi¹ 1 Shool of Civil and Environmnt Enginring, Th

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

Characteristic Equations and Boundary Conditions

Characteristic Equations and Boundary Conditions Charatriti Equation and Boundary Condition Øytin Li-Svndn, Viggo H. Hantn, & Andrw MMurry Novmbr 4, Introdution On of th mot diffiult problm on i onfrontd with In numrial modlling oftn li in tting th boundary

More information

Nonlinear Saturation Controller for Suppressing Inclined Beam Vibrations. Usama H. Hegazy *, Noura A Salem

Nonlinear Saturation Controller for Suppressing Inclined Beam Vibrations. Usama H. Hegazy *, Noura A Salem Nonlinar Saturation Controllr for Suppring Inlind Bam Vibration Uama H. Hgazy * Noura A Salm Abtrat In thi papr prnt th numrial prturbation olution of an inlind bam to xtrnal paramtri for ith to diffrnt

More information

The Study on Influence Factors of the Mechanical Smoke Evacuation System in Atrium Buildings

The Study on Influence Factors of the Mechanical Smoke Evacuation System in Atrium Buildings Availabl onlin at www.indirt.om Prodia Enginring 52 ( 2013 ) 508 513 Th Study on Influn Fator of th Mhanial Smok Evauation Sytm in Atrium Building XU Jun-bin a, ZANG Chng a, ZAO Jun-fi b, CEN Qing-quan

More information

PREDICTION OF THE CUTTING TEMPERATURES OF TURNING STAINLESS STEEL WITH CHAMFERED CUTTING EDGE NOSE RADIUS TOOLS

PREDICTION OF THE CUTTING TEMPERATURES OF TURNING STAINLESS STEEL WITH CHAMFERED CUTTING EDGE NOSE RADIUS TOOLS Journal of Matrial Sin and Enginring with Advand Thnology Volum, Numbr, 00, Pag 5-43 PREDICTION OF THE CUTTING TEMPERATURES OF TURNING STAINLESS STEEL WITH CHAMFERED CUTTING EDGE NOSE RADIUS TOOLS Dpartmnt

More information

INTRODUCTION TO AUTOMATIC CONTROLS INDEX LAPLACE TRANSFORMS

INTRODUCTION TO AUTOMATIC CONTROLS INDEX LAPLACE TRANSFORMS adjoint...6 block diagram...4 clod loop ytm... 5, 0 E()...6 (t)...6 rror tady tat tracking...6 tracking...6...6 gloary... 0 impul function...3 input...5 invr Laplac tranform, INTRODUCTION TO AUTOMATIC

More information

AP Calculus BC Problem Drill 16: Indeterminate Forms, L Hopital s Rule, & Improper Intergals

AP Calculus BC Problem Drill 16: Indeterminate Forms, L Hopital s Rule, & Improper Intergals AP Calulus BC Problm Drill 6: Indtrminat Forms, L Hopital s Rul, & Impropr Intrgals Qustion No. of Instrutions: () Rad th problm and answr hois arfully () Work th problms on papr as ndd () Pik th answr

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

Engineering Differential Equations Practice Final Exam Solutions Fall 2011

Engineering Differential Equations Practice Final Exam Solutions Fall 2011 9.6 Enginring Diffrntial Equation Practic Final Exam Solution Fall 0 Problm. (0 pt.) Solv th following initial valu problm: x y = xy, y() = 4. Thi i a linar d.. bcau y and y appar only to th firt powr.

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

Department of Mechanical Engineering, Imperial College, London SW7 2AZ, UK

Department of Mechanical Engineering, Imperial College, London SW7 2AZ, UK 1 ST Intrnational Confrn on Composit Matrials Xi an, 0 5 th August 017 THE MECHANICS OF INTERFACE FRACTURE IN LAYERED COMPOSITE MATERIALS: (7) ADHESION TOUHNESS OF MULTILAYER RAPHENE MEMRANES NANOSCALE

More information

ES 240 Solid Mechanics

ES 240 Solid Mechanics ES4 Solid Mhani Fall ES 4 Solid Mhani Joot J Vlaak Shool of Enginring and Applid Sin Harvard Univrity Th not ar largly bad on our not put togthr by Prof Suo whn h taught ES 4 in 6 and on our not dvlopd

More information

15. Stress-Strain behavior of soils

15. Stress-Strain behavior of soils 15. Strss-Strain bhavior of soils Sand bhavior Usually shard undr draind conditions (rlativly high prmability mans xcss por prssurs ar not gnratd). Paramtrs govrning sand bhaviour is: Rlativ dnsity Effctiv

More information

DISCRETE TIME FOURIER TRANSFORM (DTFT)

DISCRETE TIME FOURIER TRANSFORM (DTFT) DISCRETE TIME FOURIER TRANSFORM (DTFT) Th dicrt-tim Fourir Tranform x x n xn n n Th Invr dicrt-tim Fourir Tranform (IDTFT) x n Not: ( ) i a complx valud continuou function = π f [rad/c] f i th digital

More information

Answer Homework 5 PHA5127 Fall 1999 Jeff Stark

Answer Homework 5 PHA5127 Fall 1999 Jeff Stark Answr omwork 5 PA527 Fall 999 Jff Stark A patint is bing tratd with Drug X in a clinical stting. Upon admiion, an IV bolus dos of 000mg was givn which yildd an initial concntration of 5.56 µg/ml. A fw

More information

Constrained Single Period Stochastic Uniform Inventory Model With Continuous Distributions of Demand and Varying Holding Cost

Constrained Single Period Stochastic Uniform Inventory Model With Continuous Distributions of Demand and Varying Holding Cost Journal of Matmati Statiti (): 334-338, 6 ISSN 549-3644 6 Sin Publiation Contraind Singl Priod Stoati Uniform Invntory Modl Wit Continuou Ditribution of Dm Varying Holding Cot Hala, A. Frgany M. E. El-Saadani

More information

GRINDING PARAMETERS SELECTION USING TLBO METHOD

GRINDING PARAMETERS SELECTION USING TLBO METHOD INTERNATIONAL JOURNAL OF MANUFACTURING TECHNOLOGY AND INDUSTRIAL ENGINEERING (IJMTIE) Vol. 2, No. 2, July-Dmbr 2011, pp. 91-96 GRINDING PARAMETERS SELECTION USING TLBO METHOD R. V. Rao 1 * & V. D. Kalyankar

More information

A NEW ANALYSIS OF THE RESTRAINED RING SHRINKAGE TEST

A NEW ANALYSIS OF THE RESTRAINED RING SHRINKAGE TEST RILEM Workshop on Long-Trm Prforman of Cmntitious Barrirs and Rinford Conrt in Nular Powr Plants NUCPERF 9 Marh 3 April, 9, Cadarah, Fran A NEW ANALYSIS OF THE RESTRAINED RING SHRINKAGE TEST Briffaut Matthiu

More information

Principles of Humidity Dalton s law

Principles of Humidity Dalton s law Principls of Humidity Dalton s law Air is a mixtur of diffrnt gass. Th main gas componnts ar: Gas componnt volum [%] wight [%] Nitrogn N 2 78,03 75,47 Oxygn O 2 20,99 23,20 Argon Ar 0,93 1,28 Carbon dioxid

More information

WEEK 3 Effective Stress and Pore Water Pressure Changes

WEEK 3 Effective Stress and Pore Water Pressure Changes WEEK 3 Effctiv Str and Por Watr Prur Chang 5. Effctiv tr ath undr undraind condition 5-1. Dfinition of ffctiv tr: A rvi A you mut hav larnt that th ffctiv tr, σ, in oil i dfind a σ σ u Whr σ i th total

More information

A model for predicting time to corrosion-induced cover cracking in reinforced concrete structures

A model for predicting time to corrosion-induced cover cracking in reinforced concrete structures Fatu Mhani of Cont and Cont Stutu - Amnt, Duability, Monitoing and Rtofitting of Cont Stutu- B. H. Oh, t al. (d) Koa Cont Intitut, Soul, ISBN 978-89-578-8-5 A modl fo pditing tim to ooion-indud ov aking

More information

(1) Then we could wave our hands over this and it would become:

(1) Then we could wave our hands over this and it would become: MAT* K285 Spring 28 Anthony Bnoit 4/17/28 Wk 12: Laplac Tranform Rading: Kohlr & Johnon, Chaptr 5 to p. 35 HW: 5.1: 3, 7, 1*, 19 5.2: 1, 5*, 13*, 19, 45* 5.3: 1, 11*, 19 * Pla writ-up th problm natly and

More information

ENGR 7181 LECTURE NOTES WEEK 5 Dr. Amir G. Aghdam Concordia University

ENGR 7181 LECTURE NOTES WEEK 5 Dr. Amir G. Aghdam Concordia University ENGR 78 LETURE NOTES WEEK 5 r. mir G. dam onordia Univrity ilinar Tranformation - W will now introdu anotr mtod of tranformation from -plan to t - plan and vi vra. - Ti tranformation i bad on t trapoidal

More information

Junction Tree Algorithm 1. David Barber

Junction Tree Algorithm 1. David Barber Juntion Tr Algorithm 1 David Barbr Univrsity Collg London 1 Ths slids aompany th book Baysian Rasoning and Mahin Larning. Th book and dmos an b downloadd from www.s.ul.a.uk/staff/d.barbr/brml. Fdbak and

More information

Fr Carrir : Carrir onntrations as a funtion of tmpratur in intrinsi S/C s. o n = f(t) o p = f(t) W will find that: n = NN i v g W want to dtrmin how m

Fr Carrir : Carrir onntrations as a funtion of tmpratur in intrinsi S/C s. o n = f(t) o p = f(t) W will find that: n = NN i v g W want to dtrmin how m MS 0-C 40 Intrinsi Smiondutors Bill Knowlton Fr Carrir find n and p for intrinsi (undopd) S/Cs Plots: o g() o f() o n( g ) & p() Arrhnius Bhavior Fr Carrir : Carrir onntrations as a funtion of tmpratur

More information

Lecture 14 (Oct. 30, 2017)

Lecture 14 (Oct. 30, 2017) Ltur 14 8.31 Quantum Thory I, Fall 017 69 Ltur 14 (Ot. 30, 017) 14.1 Magnti Monopols Last tim, w onsidrd a magnti fild with a magnti monopol onfiguration, and bgan to approah dsribing th quantum mhanis

More information

THE ALIGNMENT OF A SPHERICAL NEAR-FIELD ROTATOR USING ELECTRICAL MEASUREMENTS

THE ALIGNMENT OF A SPHERICAL NEAR-FIELD ROTATOR USING ELECTRICAL MEASUREMENTS THE ALIGNMENT OF A SPHERICAL NEAR-FIELD ROTATOR USING ELECTRICAL MEASUREMENTS ABSTRACT Th mchanical rotator mut b corrctly alignd and th prob placd in th propr location whn prforming phrical nar-fild maurmnt.

More information

Why is a E&M nature of light not sufficient to explain experiments?

Why is a E&M nature of light not sufficient to explain experiments? 1 Th wird world of photons Why is a E&M natur of light not sufficint to xplain xprimnts? Do photons xist? Som quantum proprtis of photons 2 Black body radiation Stfan s law: Enrgy/ ara/ tim = Win s displacmnt

More information

Analytical Relation Between the Concentration of Species at the Electrode Surface and Current for Quasi-Reversible Reactions

Analytical Relation Between the Concentration of Species at the Electrode Surface and Current for Quasi-Reversible Reactions Applid and omputational Mathmati 7; 6(): 83-87 http://www.inpublihinggroup.om/j/am doi:.648/j.am.76.3 ISSN: 38-565 (Prin; ISSN: 38-563 (Onlin) Analytial Rlation Btwn th onntration of Spi at th Eltrod Surfa

More information

Brief Introduction to Statistical Mechanics

Brief Introduction to Statistical Mechanics Brif Introduction to Statistical Mchanics. Purpos: Ths nots ar intndd to provid a vry quick introduction to Statistical Mchanics. Th fild is of cours far mor vast than could b containd in ths fw pags.

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

Problem 22: Journey to the Center of the Earth

Problem 22: Journey to the Center of the Earth Problm : Journy to th Cntr of th Earth Imagin that on drilld a hol with smooth sids straight through th ntr of th arth If th air is rmod from this tub (and it dosn t fill up with watr, liquid rok, or iron

More information

electron -ee mrw o center of atom CLASSICAL ELECTRON THEORY Lorentz' classical model for the dielectric function of insulators

electron -ee mrw o center of atom CLASSICAL ELECTRON THEORY Lorentz' classical model for the dielectric function of insulators CLASSICAL ELECTRON THEORY Lorntz' claical odl for th dilctric function of inulator In thi odl th lctron ar aud to b bound to th nuclu ith forc obying Hook la. Th forc ar aud to b iotropic and daping can

More information

Electron Transport Properties for Argon and Argon-Hydrogen Plasmas

Electron Transport Properties for Argon and Argon-Hydrogen Plasmas Chaptr-5 Eltron Transport Proprtis for Argon and Argon-Hydrogn Plasmas Argon and argon-hydrogn plasmas hav important appliations in many thrmal plasma dvis (Patyron t al., 1992; Murphy, 2000; Crssault

More information

Integral Calculus What is integral calculus?

Integral Calculus What is integral calculus? Intgral Calulus What is intgral alulus? In diffrntial alulus w diffrntiat a funtion to obtain anothr funtion alld drivativ. Intgral alulus is onrnd with th opposit pross. Rvrsing th pross of diffrntiation

More information

4.2 Design of Sections for Flexure

4.2 Design of Sections for Flexure 4. Dsign of Sctions for Flxur This sction covrs th following topics Prliminary Dsign Final Dsign for Typ 1 Mmbrs Spcial Cas Calculation of Momnt Dmand For simply supportd prstrssd bams, th maximum momnt

More information

AS 5850 Finite Element Analysis

AS 5850 Finite Element Analysis AS 5850 Finit Elmnt Analysis Two-Dimnsional Linar Elasticity Instructor Prof. IIT Madras Equations of Plan Elasticity - 1 displacmnt fild strain- displacmnt rlations (infinitsimal strain) in matrix form

More information

Computational Modeling of Induction Hardening Process of Machine Parts

Computational Modeling of Induction Hardening Process of Machine Parts Prodings of th World Congrss on Enginring and Computr Sin 8 WCECS 8, Otobr - 4, 8, San Franiso, USA Computational Modling of ndution Hardning Pross of Mahin Parts Yutaka Toi and Masakazu Takagaki Abstrat

More information

Modified Shrinking Core Model for Removal of Hydrogen Sulfide with T Desulfurizer

Modified Shrinking Core Model for Removal of Hydrogen Sulfide with T Desulfurizer Modifid Shrinking or Modl for Rmoval of Hydrogn Sulfid with T Dsulfurizr Enguo Wang Dpartmnt of physis Lingnan normal univrsity Zhanjiang, hina -mail: 945948@qq.om Hanxian Guo Institut of oal hmial nginring

More information

Solutions to Supplementary Problems

Solutions to Supplementary Problems Solution to Supplmntary Problm Chaptr 5 Solution 5. Failur of th tiff clay occur, hn th ffctiv prur at th bottom of th layr bcom ro. Initially Total ovrburn prur at X : = 9 5 + = 7 kn/m Por atr prur at

More information

Acid Base Reactions. Acid Base Reactions. Acid Base Reactions. Chemical Reactions and Equations. Chemical Reactions and Equations

Acid Base Reactions. Acid Base Reactions. Acid Base Reactions. Chemical Reactions and Equations. Chemical Reactions and Equations Chmial Ratins and Equatins Hwitt/Lyns/Suhki/Yh Cnptual Intgratd Sin During a hmial ratin, n r mr nw mpunds ar frmd as a rsult f th rarrangmnt f atms. Chaptr 13 CHEMICAL REACTIONS Ratants Prduts Chmial

More information

is an appropriate single phase forced convection heat transfer coefficient (e.g. Weisman), and h

is an appropriate single phase forced convection heat transfer coefficient (e.g. Weisman), and h For t BWR oprating paramtrs givn blow, comput and plot: a) T clad surfac tmpratur assuming t Jns-Lotts Corrlation b) T clad surfac tmpratur assuming t Tom Corrlation c) T clad surfac tmpratur assuming

More information

Notes on Vibration Design for Piezoelectric Cooling Fan

Notes on Vibration Design for Piezoelectric Cooling Fan World Aadmy of Sin, Enginring and Thnology Intrnational Journal of Mhanial and Mhatronis Enginring Vol:7, No:, 3 Nots on Vibration Dsign for Pizoltri Cooling Fan Thomas Jin-Ch Liu, Yu-Shn Chn, Hsi-Yang

More information

Inventory Control with Unobservable Lost Sales andbayesianupdates

Inventory Control with Unobservable Lost Sales andbayesianupdates Invntory Control with Unobrvabl Lot Sal andbayianupdat Xiangwn Lu Intitut of Tranportation Studi Univrity of California, Irvin, CA 92697 xlu@tranlab.it.ui.du Jing-Shng Song Fuqua Shool of Buin, Duk Univrity

More information

Basics about radiative transfer

Basics about radiative transfer aic about radiativ tranfr runo Carli Day Lctur aic about radiativ tranfr - runo Carli Tabl of Contnt Th radiativ tranfr quation. Th radiativ tranfr quation in a impl ca Analytical olution of th intgral

More information

MAE 110A. Homework 4: Solutions 10/27/2017

MAE 110A. Homework 4: Solutions 10/27/2017 MAE 0A Homwork 4: Solution 0/27/207 MS 4.20: Th figur blow provid tady-tat data for watr vapor flowing through a piping configuration. At ach xit, th volumtric flow rat, prur, and tmpratur ar qual. Dtrmin

More information

Even/Odd Mode Analysis of the Wilkinson Divider

Even/Odd Mode Analysis of the Wilkinson Divider //9 Wilkinn Dividr Evn and Odd Md Analyi.dc / Evn/Odd Md Analyi f th Wilkinn Dividr Cnidr a matchd Wilkinn pwr dividr, with a urc at prt : Prt Prt Prt T implify thi chmatic, w rmv th grund plan, which

More information

An Inventory Model with Change in Demand Distribution

An Inventory Model with Change in Demand Distribution Autralian Journal of Baic and Applid cinc, 5(8): 478-488, IN 99-878 An Invntory Modl with Chang in Dmand Ditribution P.. hik Uduman,. rinivaan, 3 Dowlath Fathima and 4 athyamoorthy, R. Aociat Profor, H.O.D

More information

Electronic Supporting Information

Electronic Supporting Information Eltroni Supplmntary Matrial (ESI) for Physial Chmistry Chmial Physis. This journal is th Ownr Soitis 2015 Eltroni Supporting Information Dviation of Polarity from Linarity in Liquid Mixturs Containing

More information

A Propagating Wave Packet Group Velocity Dispersion

A Propagating Wave Packet Group Velocity Dispersion Lctur 8 Phys 375 A Propagating Wav Packt Group Vlocity Disprsion Ovrviw and Motivation: In th last lctur w lookd at a localizd solution t) to th 1D fr-particl Schrödingr quation (SE) that corrsponds to

More information

1 Isoparametric Concept

1 Isoparametric Concept UNIVERSITY OF CALIFORNIA BERKELEY Dpartmnt of Civil Enginring Spring 06 Structural Enginring, Mchanics and Matrials Profssor: S. Govindj Nots on D isoparamtric lmnts Isoparamtric Concpt Th isoparamtric

More information

2. Laser physics - basics

2. Laser physics - basics . Lasr physics - basics Spontanous and stimulatd procsss Einstin A and B cofficints Rat quation analysis Gain saturation What is a lasr? LASER: Light Amplification by Stimulatd Emission of Radiation "light"

More information

Size-effect of fracture parameters for crack propagation in concrete: a comparative study

Size-effect of fracture parameters for crack propagation in concrete: a comparative study Computr and Concrt, Vol. 9, No. 1 (2012) 1-19 1 Tchnical Not Siz-ffct of fractur paramtr for crack propagation in concrt: a comparativ tudy Shailndra Kumar 1,2 and S.V. Barai* 2 1 Dpartmnt of Civil Enginring,

More information