HUNGARIAN JOURNAL OF INDUSTRIAL CHEMISTRY VESZPREM Vol. 29. pp. 149- 154 (2001) RHEOLOGY OF ALUMINA SLIPS A. P APO * and L. PlANt* (Dipartimento di Scienze e Tecnologie Chimiche, Universita degli Studi di Udine, Via Cotonificio,108, 33100 Udine, ITALY) Received: October 31, 2001 The aim of the present work is to study the rheological behaviour of concentrated aqueous alumina suspensions. Aqueous alumina suspensions were prepared at various solid contents (65 to 77.5 wt% ). Rheological tests were carried out at 25±0.1°C by using the rate controlled coaxial cylinder viscometer Rotovisko-Haake 20, system M5-osc., measuring device SV2P with serrated surfaces. The tests were performed under both continuous and oscillatory flow conditions. All the suspensions studied show a rheological behaviour of the shear-thinning type; in addition. the presence of a yield stress is noticed. Some rheological equations of both 't=f( y ) and 11rf(. 70wt% • 65wt% o+---~---.--~~--.---~---.--~--~ 0 100 200 300 y [s-1 ] 400 Fig. I Shear stress ('t) vs. shear rate ( y ) flow curves for the alumina suspensions studied. show a rheological behaviour of the shear-thinning type; in addition, the presence of a yield stress is made evident. A great increase in viscosity is noticed by passing from 75 to 77.5 wt%. In order to obtain the most suitable equation for describing as well as predicting the rheological behaviour of alumina aqueous suspensions some models of the literature of both 't=f( r ) and rtr=f( ' r ) type were taken into consideration. Models of the 'i=f( y) type Among the rheological models which correlate shear stress with shear rate, only the following literature equations which take into consideration the presence of yield stress were tested: The Bingham model (1) The Casson model 't=='to+TJoo Y +2['t'o11oo]112y 112 (2) The generalized Casson model 'tn='t'o n+[TJoo Y Jll (3) The Herschel-Bulkley model 't='to+Ky n The Sisko modified model 't='t'o+lloo Y +K Y n (4) (5) From a deep examination of Figs.2-5 the following general considerations can be put on: 1) No satisfactory correlation with solid volume fraction can be noticed for the generalized Casson infinite viscosity; on the other hand, a distinct fitting was obtained by correlating with

) for the alumina suspensions studied. ~~ ~ Eqn.2 [mPa.s] - Eqn. 3 - Eqn.S 0.319 0.370 0.399

) for the alumina suspensions studied. floo=A+(B-A)/(l+expi (<1>- can also be noticed for the n parameter of Eqn. (5). 4) Very close 't 0 values were obtained with Eqns. { 14). 0.370 0.399 cP 0.430 151 0.464 Fig.4 Consistency values (K) variation with soiid volume fraction (<1>) for the alumina suspensions studied. n 0.1 0.01 0.319 0.370 0.399

o)/(4>m·«~>Hm {7) where ¢ 0 (percolation threshold) is the n1lume fraction corresponding to transition from the Newtonian or shear-thinning behaviour to the plastic one. i.e. the 152 Table 3 Parameters ofEqn. (7) Model K' q,Q , Y) t}'pe As far as the tlr =f(. Accordingly, the Quemada equation becomes a model with only one adjustable parameters ( r c), which can be rewritten in this very simple form: fri: =10·(1+1/ .JY:) (10) where: (11) Accordingly, the Quemada model leads to the Casson one. The Quemada k 0 , koo and y c values are listed in Table 4: no regular variation of y c with

0 o¢o 10 Fig.7 Storage (G') and loss (G") moduli variation with angular velocity (m) for some of the alumina suspensions studied.(0.7 rad of constant strain). 1l"",ref and 'to,ref are the Casson parameters of the reference curve ( ci> =0.319), whereas r}oo,

solid volume fraction. Shift factors al} and ar are reported in Table 5. Oscillatory tests It can be observed that dynamic viscosity always decreases monotonically with frequency for all the alumina slips investigated. An inspection of the mechanical spectra determined for the alumina slips formulated without deflocculant, i.e. the plots of storage (G') and loss (G") moduli vs. angular velocity, shows that G" is always greater than G'; hence, one can state 153 "" <> 0.03wt% A A "" A 0.05wl"k """ • 0.10wt"k 10000 At:. "" ....... , ., ... 1.00 wt% ., ".,"., "".,.., ".,.., AAI:.A A I:.AA A A 1:. A A A A A A A 6 A A A 10 +o---.----1~00--~--200r--.,..---3~00~-Y-. ~[-s·-1)~400 Fig.8 Apparent viscosity (YJ) vs. shear rate ( y ) tlow curves for the 77.5 wt% alumina+ sodium polyphosphate suspensions studied. 100 lJ,'l]' [Pa·s} rt' n --•- -o-- 10 1 0.1 0.01 0.005 0.01 Fig.9 Apparent (YJ) and dynamic (T} ') viscosit;. -. ~ deflocculant concentration ( y =200s- 1 ;m =2s · 1 ). that no gel-like to sol-like transition occurred over the all frequency sweep explored. In addition, it results that both G' and G" are nearly independent of ro within the whole frequency range investigated. An example of both G' and G" variation with angular velocity i ~ reported in Fig. 7. Effect of deflocculant addition Figure 8 reports the apparent viscosity vs. ~hear. rate flow curves obtained for the 77.5 wt% alumma shp to which a sodium polyphosphate was added as dispersing agent. From an examination of Fig.B a shear"thinning behaviour is registered within an the defloccu~ant concentration range examined: hence. sod1um polyphosphate behaves in a different manner than in kaolin suspensions~ where its presence mv,Jives a dilatant behaviour beyond a critical concentrat1''" t 121. In addition. a viscosity collapse is made ev1dcnt by adding a 0.01 wt% of deflocculant and pa~~u1~ from 0.01 to 0.03 wt% as welt Final!;. by exam~nmg t~e results shown in Figs. 9 and 10 th~ optimum d<)sage_ :~;r sodium polyphosphate was determmed for cd:::::0.05 \\:t •c · 154 1000~------------------------------~ G',G• [Pa} 100 10 0.1 -l-.....------.-................. .......---r--..--..-r-T'.........,r---..-~"T"""5 o.oos om 0.1 cd [wt%J Fig./0 Storage (G•) and loss (G'') moduli vs. deflocculant concentration (, i ) type~ the Quemada model gave satisfactory results, it reducing to the Casson equation for the alumina slips investigated; in addition. the Quemada p parameter can be associated tb the asymmetric shape of aggregates. The application of oscillatory techniques did not prove the existence of a gel-like to sol-like transition. Finally, the optimum dosage for a sodium polyphosphate employed as dispersing agent was determined by means of rheological techniques. SYMBOLS a11, ar Shift factors A, B, dcp Parameters ofEqn. (6) Deflocculant concentration, wt% G' a·~ Determination coefficient values Storage modulus. Pa Loss modulus, Pa k ko Parameter of the Quemada equation Quemada intrinsic viscosity for a very low shear rate . koo Quemada intrinsic viscosity for a very high shear rate K Consistency in Eqns. ( 4*5) K' Constant in Eqn. (7) m Exponent in Eqn. (7) n Exponent in Eqns. (3~5) p Exponent in the Quemada equation STD Standard deviations estimates Greek letters y Shear rate, s - 1 y c Critical shear rate in the Quemada equation." s-1 Y r Reduced shear rate in Eqn. (11) q, Solid (nominal) volume fraction cj>' Parameter ofEqn. (6) n. Effective volume fraction 'l'eff ci> 0 Percolation threshold [see Eqn. (7)] Maximum solid volume fraction Volume fraction of random particle packing Apparent viscosity, mPa·s Dynamic viscosity, Pa·s Plastic viscosity [see Eqn. (1)], Pa·s Relative viscosity Reduced viscosity , Pa s Viscosity at infinite shear rate, mPa·s Shear stress, Pa Yield value, Pa Reduced shear stress, Pa Angular velocity, s-1 REFERENCES 1. KR.ISTOFFERSON A., LAPASIN R. and ZUPANCIC A.: ''Proprieta reologiche di sospensioni di allumina: dipendenza dalla concentrazione di disperdente e di solido", in: Proceedings of the "V Convegno Nazionale di Reologia Applicata", 103-107, 1997 2. ZUPANCIC A., LAPASIN R. and KRISTOFFERSON A.: J. Eur. Cer. Soc., 1998, 18,467-477 3. CESARANO III J. and AKSAY I. A.: J. Am. Ceram. Soc. 1988, 71 (4), 250-255 4. CESARANO ill J. and AKSAY I. A.: J. ·Am. Ceram. Soc.1988. 71 (12),1062-67 5. BRISCOE B. J., KHAN A. U., LUCKHAM P. F. and OZKAN N.: Key Engineering Materials, 1997, 132/136,281-284 6. LYCKFELDT 0. and FERREIRA J. M. F.: Key Engineering Materials, 1997, 132/136, 313-316 7. INCORVATI C. M., LEE D. H., REED S. J. and CONDRATE R. A.Sr.: Am. Cer. Soc. Bull.,J997, 76 (9)~ 65-68 8. PUGH R. 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