Analytical Modeling for Stress-Strain Curve of a Porous NiTi
|
|
- Preston Greer
- 5 years ago
- Views:
Transcription
1 Ying Zhao Minoru Taya Department of Mechanical Engineering, Univerity of Wahington, Box , eattle, WA Analytical Modeling for tre-train Curve of a orou NiTi Two model for predicting the tre-train curve of porou NiTi under compreive loading are preented in thi paper. orou NiTi hape memory alloy i conidered a a compoite compoed of olid NiTi a matrix and pore a incluion. Ehelby equivalent incluion method and Mori-Tanaka mean-field theory are employed in both model. Two type of pore connectivity are invetigated. One i cloed cell (model ); the other i where the pore are interconnected to each other forming an open-cell microtructure (model 2). We alo conider two different hape of pore, pherical and ellipoidal. The tre-train curve of porou hape memory alloy with pherical pore and ellipoidal pore are compared. It i found that the ellipoidal hape aumption i more reaonable than the aumption of pherical pore. Comparion of the tre-train curve of the two model how that ue of open-cell microtructure (model-2) make the prediction more agreeable to the experimental reult of porou NiTi whoe microtructure exhibit opencell microtructure. DOI: 0.5/ Introduction Over the lat two decade hape memory alloy MA have attracted great interet in variou application ranging from aeropace and naval tructure 2 to urgical intrument, medical implant and fixture 3,4. The ue of MA ha promoted extenive reearche on developing MA contitutive model. Among MA, NiTi alloy ha been ued mot extenively due to it large flow tre and hape memory effect ME. Mot recently, porou NiTi attracted an increaing attention a a poible application to medical implant device and high energy aborption tructural material and potential material for urface cooling. The progre in both manufacturing and characterization of the porou NiTi MA ha been reported by a number of reearcher. A hort review of the exited proceing method i preented here. Li et al. 5,6 fabricated porou NiTi MA by combution ynthei method, the tre-train curve in their work exhibit brittle behavior. Li et al. 7 alo fabricated the porou NiTi by powder intering; it how that the there i no tre plateau in the tre-train curve and the material i till brittle. ome tudie 8,9 report uperelatic behavior of the foam in compreion, but tree are low due to the high poroity. Lagouda et al. 0 ued the HI hot iotatic pre method and the tre-train curve in their work howing brittle behavior. Recently, we proceed the porou NiTi by the park plama intering method, and the pecimen exhibit large uperelatic loop with high tre flow and high ductility. In order to make an optimum deign of the microtructure of the porou MA, it i important to contruct a imple, yet accurate model to decribe it microtructure-mechanical behavior relation. Thu far, there are few analytical tudie focued on the porou MA, particularly no analytical model for the porou MA with open poroity. Therefore, in thi paper two model are introduced. The porou NiTi i treated a a compoite with olid NiTi a it matrix and pore a the incluion. If a porou NiTi can be Contributed by the Applied Mechanic Diviion of AME for publication in the JOURNAL OF ALIED MECHANIC. Manucript received April 7, 2005; final manucript received January 7, Review conducted by M. R. Begley. Dicuion on the paper hould be addreed to the Editor, rof. Robert M. McMeeking, Journal of Applied Mechanic, Department of Mechanical and Environmental Engineering, Univerity of California-anta Barbara, anta Barbara, CA , and will be accepted until four month after final publication of the paper itelf in the AME JOURNAL OF ALIED MECHANIC. viewed a a pecial or ellipoidal incluion cae of a particular reinforced compoite, then one can contruct a micromechanical model baed on Ehelby equivalent incluion method 2 with Mori-Tanaka mean-field theory 3. In the firt model model, the pore in the porou NiTi are cloed, i.e., pore are not connected to each other. In the econd model model 2, pore are aumed to be connected to each other, i.e., open poroity microtructure. Effect of pore with different geometrie pherical and ellipoidal are alo tudied in both model. There are two advantage of thee model. Firt, it i a impler model. We need le input data, and the input data for our model are taken from the experimental tre-train curve of the olid NiTi, i.e., no need to manipulate type of matenite variant, their orientation, etc., often ued by other model. econd, in the literature, there exit no model that treated porou NiTi with the open-cell tructure. The model propoed in thi paper i the firt in treating the open-cell tructure within the framework of Ehelby model. In the following, we hall tate firt two contitutive model, model ec. 2 and model 2 ec. 3 and dicu the reulting tre-train curve they predict. Thi repone will be compared to previou experimental reult,, and concluion will be preented. 2 Model-: tre-train Curve of orou NiTi With Cloed ore The tre-train curve of a MA with uperelatic grade i aumed to be compoed of four tage; ee Fig.. The firt tage I i a linear elatic tage, with the matrix of 00% autenite. The econd tage II i a tre-induced matenitic tranformation tage; in thi tage, a volume fraction of the autenite decreae from 00% to 0% while that of the martenite increae from 0% to 00%, continuouly. The third tage III i a tage with the matrix of 00% matenite. Therefore, the third tage i an linear elatic tage. The fourth tage VI i the autenite tranformation tage, in which the volume fraction of martenite change from 00% to 0% while that of the autenite in the matrix increae from 0% to 00%., Mf, A, and Af are the critical tree between the above four tage, the upercript denote porou and ubcript M,, A, and A f denote martenite tart, martenite finih, autenite tart, and autenite finih, repectively. E and E Mf are the moduli of the firt and third tage and E T i the Journal of Applied Mechanic Copyright 2007 by AME MARCH 2007, Vol. 74 / 29
2 due to exitence of pore, repectively. kl i the average train diturbance in the matrix due to the pore p. * ij i the fictitiou eigentrain, which ha nonvanihing component in the domain p. Here, we introduce ** kl * T kl kl 2 For the entire domain D, the following relation alway hold: 0 ij C m 0 ijkl kl 3 Following the Mori-Tanaka mean filed theory, the average tre diturbance in the matrix, m i given by Fig. Linearized four-tage tre-train curve of porou NiTi tangent modulu of the econd and fourth tage. It i noted that the lope of the forth tage i the ame a that of the econd tage. In thi paper, we ue the tre-train curve of the olid NiTi i.e., without pore a a reference. 2. Ehelby Model for a orou MA With Cloed ore. Conider an Ehelby model for a porou NiTi with cloed pore ubjected to applied tre 0 ij where the matrix i olid with uniform martenite tranformation train T ij Fig. 2 a. The uniform tranformation train T ij i aumed only for the econd and fourth tage, while for the firt and third tage, T ij 0. In the Ehebly model, an infinite elatic body D, which contain pherical or 0 ellipoidal pore p, i ubjected to a uniform tre 33 a hown in Fig. 2. A far a the tre field i concerned, the model of Fig. 2 a i equivalent to that of Fig. 2 b where the uniform tranformation train in the matrix i removed from and added with minu ign to the pore domain. Thu, the preent problem i reduced to the inhomogeneou incluion problem where the elatic tiffne tenor C m ijkl i homogeneou in the entire domain D, Fig. 2 b 4. The Ehelby inhomogeneou incluion problem with Mori- Tanaka mean field theory provide the total tre field given by 0 ij + C m ijkl e 0 kl + kl + kl * kl T kl C m ijkl 0 kl + kl + kl ** kl C p ijkl 0 kl + kl + kl where C m ijkl and C ijkl are the elatic tiffne tenor of matrix and pore, repectively. and kl are tre and train diturbance Fig. 2 The Ehelby model for a porou MA: a the problem of pore embedded in the NiTi matrix with tiffne C m ijkl and tranformation train T ij, which can be converted to equivalent * incluion problem b, where i the fictitiou eigentrain, which i unknown. m C m ijkl kl 4 The train diturbance i related to ** mn a ** kl klmn mn 5 The requirement that integration of the tre diturbance over the entire body D vanihe, leading to kl f klmn ** mn ** kl 6 where klmn i Ehelby tenor for pore incluion and it exact value are given in Appendix and f p i the volume fraction of pore, i.e., poroity of the MA. A ubtitution of Eq. 3 6 into ** provide a olution for kl ** ij f C m ijkl klmn I klmn + C ijkl f klmn + f C mnt C m 0 tpq I mnpq pq where I i identity matrix of 6 6. In thi paper boldface ymbol,c,i, are fourth-order tenor, and they are converted to 6 6 matrix form for facilitation of calculation. Thee boldface ymbol with ubcript hould be written a not boldface with ubcript when they are calar component. However, to avoid confuion, we keep boldface ymbol. A the tiffne of the pore i zero, C ijkl 0; thu, Eq. 7 i given a ** mn klmn I klmn C f ijkl By etting C ijkl 0, Eq. become m ij 9 Next, we hall conider the train energy denity of the inhomogeneou incluion problem of Fig. 2 b, which i given by 5 W mi 2 0 ij 0 ij + 2 f 0 ij * ij 2 f T 0 Let u call W mi a microcopic train energy denity. It i noted in Eq. 0 that W mi i valid for all three tage, i.e., for the firt and third tage T ij 0, wherea for the econd tage, all three term on the right-hand ide of Eq. 0 are nonvanihing. 2.. tiffne of Firt and Third tage. The equivalency of train energy denity of porou MA for the firt and third tage can be derived from Eq. 0 with T ij 0, which i et equal to the train energy denity of a porou MA with it elatic tiffne c tenor C ijkl, where c refer to compoite, a poroity i a pecial cae of compoite. 2 C c ijkl 0 ij 0 kl 2 C m ijkl 0 ij 0 kl + 2 f 0 * ij where C c ijkl and C m ijkl are the elatic compliance of the compoite and the matrix material olid NiTi, repectively. ince only the nonvanihing component of 0 ij i Fig. 2, Eq. i reduced to 292 / Vol. 74, MARCH 2007 Tranaction of the AME
3 f 2E c 2E m 2 * where E c and E m are the Young moduli of the compoite and the matrix, repectively. In the firt tage, E c i E, and E m i the Young modulu of autenite E A. Combining Eq. 2 with Eq. 2 and 8 with T ij 0, the Young modulu of the porou NiTi in the firt tage, E normalized by E A i given a E 3 E A + f where i a parameter, a function of poroity f and hape of the porou incluion H 33 + H H a f p H i a 6 6 matrix, which i given a H ijmn kl I ijkl C klmn 4b Young modulu of the porou NiTi at the third tage, E Mf can be obtained in the ame manner a the above, E E M + f 4c 2..2 Critical tree and Mf. Under the uniaxial tre along the x 3 -axi 0, the tranformation train T ij i aumed to be uniform with the following component: T ij T T T 000 T 5 where T i the tranformation train along x 3 -axi. The tre diturbance i obtained from Eq. 9. The change of the total potential energy of the inhomogeneou incluion of the problem of Fig. 2 b, U, due to the change in tranformation train T ij i given by 6 U T ij f 0 ij f 6 The work done by the applied tre Q cauing infiniteimal tranformation train T i where Q f T 7 i the tre of the matrix at the onet of tre-induced martenite tranformation, at the beginning of the econd tage of the olid NiTi, the upercript denote olid material, and the ubcript M denote matenitic tart tranformation. ince U + Q0, we obtain 0 + f 33 8 f ubtituting 33 0 and 0 from Eq. 9 into Eq. 8, we obtain f The martenitic tranformation finih critical tre Mf obtained in the ame manner f 9a can be 9b 2..3 tiffne of econd tage. Refer to Fig. 3 a, Young modulu E of a MA with tranformation T i etimated by E T E A + T T E M E A 20 where E A, E M are the Young modulu of 00% autenite and T 00% martenite phae, repectively, Fig. 3 a, and Mf i the Fig. 3 a tre-train curve of porou or olid ample i or, b tre-train curve of olid NiTi maximum tranformation train, and it i given by T 2 E M Equation 20 i valid for both dene and porou MA; thu, we can rewrite Eq. 20 uing Eq. 2 a E i i E A i i E M i i T 22 /E M E A i where the upercript i denote i olid or porou. In order to obtain the lope of the linearized econd tage of compreive tre-train curve of a porou NiTi, we conider the equivalency of train energy denity. In addition, in the cae of the econd tage, we evaluate the macrocopic train energy denity of a porou NiTi graphically from Fig. 3 a, i.e., area encloed by the curve. W ma i given by W ma 2 M + 0 T + 0 M E AM E 23 where i the martenitic tart tranformation tre of porou MA, 0 i an applied tre, T i the train correponding to 0. ince there i no tranformation train in pore, the tranformation Journal of Applied Mechanic MARCH 2007, Vol. 74 / 293
4 train for porou MA T i the uniform tranformation train in the matrix, i.e., olid NiTi, T T T 24 The above macrocopic train energy denity i et equal to the microcopic tain energy denity W mi defined by Eq. 0, where the olution for * ij i obtained from Eq. 7 a * kl T kl klmn I klmn C f mnij m 0 25 In Eq. 25, the firt term on the right repreent the tranformation in the olid NiTi matrix; the econd term come from the interaction between pore and applied tre. ubtituting Eq. 25 into Eq. 0, the microcopic train energy denity, W mi i given by W mi 2 0 ij 0 ij + 2 f 0 2 T ij kl I ijkl f kl ince the porou NiTi i ubjected to uniaxile load, i.e., T, and tranformation train given by T T T T 000 T, and the pore are aumed to be pherical; thu, Eq. 26 can be reduced to W mi f 0 2 T Z 3333 f 0 27 where Z 3333 i a component of a 6 6 matrix, Zkl I ijkl. i Ehelby tenor for pherical and ellipoidal incluion, repectively. 0 i the macrocopic train of the porou MA, and it i related to applied tre 0 a E AM ubtituting Eq. 28 into Eq. 27, the microcopic train energy denity W mi of porou NiTi i finally reduced to W mi E AM 2 f T Z 3333 E AM 29 where E AM i the Young modulu of olid matrix MA with T. By equating the macrocopic train energy denity W ma of Eq. 23 W mi of Eq. 29, and uing Eq. 22 with i, we obtained the following algebraic equation of econd-order T a: F T 2 + G T + H 0 30 F 0 +, G M + 0, E H 0 2 2, f Z 3333, E f E, 2f 3 E The olution of T, which correpond to the econd kink point D in Fig. 3 a, i given by T G + G 2 4FH 32 2F The tangent modulu of the porou MA i the lope of the econd tage of the tre-train curve hown in Fig., thu, E T can be expreed in term of tranformation train T and the tree, 0 and a E T 0 33 T 2.2 Unloading Curve. During unloading, the porou MA material undergoe revere tranformation martenite phae to autenite phae. Before the applied tre reache to a critical value A, the matrix MA remain 00% martenite phae firt tage of the unloading tre-train curve in the modeling curve. When the applied tre i decreaed to A, revere tranformation tart and it finihe when the tre reache another critical value Af ; thereafter, the porou MA material remain 00% autenite. Therefore, the lope of the firt and third tage of the unloading curve i the Young modulu of the 00% martenite and 00% autenite phae, repectively. The lope of the fourth tage i the ame a that of the loading curve in the econd tage. Therefore, the Young moduli of the unloading curve are related to thoe of the loading curve a E A E E T u E T 34a 34b E Af E 34c where E u T i the lope of the econd tage of the unloading curve. The upercript u denote unloading, wherea thoe without upercript are the lope of loading curve. The autenite tart and finih tranformation tree of porou MA, A and Af are related to the correponding tree of the olid NiTi by where A and Af A f A Af f Af 35a 35b are autenite tart and finih tranformation tree of the olid NiTi, repectively. Firt, we aume that the olid NiTi matrix i iotropic with oion ratio A M Model 2: tre-train Curve of orou NiTi With Open ore Here we hall dicu the Ehelby model for a porou MA with open pore where pore are interconnected Fig. 4, where unknown fictitiou eigentrain i in pore * ij and in pore 2 *2 ij will be determined by Ehelby method. Initially, we ditinguih the elatic contant C ijkl and eigentrain * aociated with pore and thoe with pore 2, but later we will et thoe identical to each other a two adjacent pore of the ame hape, and orientation hould have the ame C ijkl and * ij. There are two tep to obtain the eigentrain. The firt tep i to find the eigentrain * ij and the diturbed tre ij in for an infinite body containing ellipoidal or pherical pore and ubjected to uniaxial applied tre 0. In the firt problem, the other pore 2 i not conidered for obtaining * ij, but the interaction between the pore i taken into account by Mori-Tanaka mean field theory. The econd tep i to find the eigentrain *2 ij and diturbed tre 2 ij in 2, where the interaction between and 2 i taken into account. After obtaining * ij and *2 ij, we take the average of thee eigentrain to repreent the eigentrain for the two interconnected pore. The tranformation train T i zero in the firt and third tage, ince there i no tranformation occurring in thee two tage, wherea it i not zero in the econd and fourth tage. That i the ame a in ec / Vol. 74, MARCH 2007 Tranaction of the AME
5 Fig. 4 a Ehelby model for interconnected pore in NiTi matrix, which i converted to equivalent incluion problem b 3. Computation of Average Eigentrain in Open ore. In thi model, we will imulate the tre-train curve of a porou MA with open poroity where two kind of pore hape pherical and ellipoidal are ued. 3.. olution of Eigentrain in Without 2, ** ij. The Ehelby model for finding ** ij i the ame a the in model ; therefore, we lit only the final olution ** kl klmn I klmn C f mnij m olution of Eigentrain in 2 by Accounting Interaction Between and 2, **2 ij. In thi tep, the diturbed tre in 2 i obtained in term of **2 ij, which i unknown thu far. In the firt problem, diturbed tre outide the end of the, ij i expreed in term of t ij. Then the total tre in 2 vanihe t 0 ij + 2 ij **2 ij + ij 0 37 where 2 ij **2 **2 ij i the elf-tre in 2 induced by eigentrain The diturbed tre ij i given by the formula of Hill-Walpole- Mura jump condition 7 where ij ij C ijkl C pqmn ** mn M kp n q n l + ** kl 38a M kp kp nknp 2 38b and where n i i the ith component of an unit vector outer normal to the incluion and i given by n 00 38c It i noted in Fig. 4 that the interconnection between and 2 i at the equator region with it normal bae vector pointing to x -axi. With Eq. 38c, Eq. 38a yield ij ij + C ij C mn ** mn M + ** 39 where M E The applied tre i given a 0 ij tre in 2 in term of eigenrain **2 ij i given by 2 ij f C m **2 ijkl klmn I klmn mn 42 By ubtituting Eq. 39, 4, and 42 into Eq. 37, we obtain eigentrain in 2 **2 ij a **2 ** mn mnr r 43a where mnr mnpq I mnpq C pqr M + I pqr / f 43b We take average of the eigentrain in and 2 to repreent the eigentrain of all interconnected pore ** mn 2 ** mn + **2 mn 2 ** mnr + I mnr r 44 Once the average eigentrain ** mn i obtained, we can ue the firt model to calculate the moduli and critical tree. Therefore, we lit only the final ueful for the moduli and critical tree in the following. 3.2 Elatic Moduli at tage I and III. ince there i no tranformation at tage I and III, the Young modulu of each tage can be obtained by equivalency of energy denity a in model from Eq.. Therefore, the Young modulu of tage I i given a E 45a E A +D 3333 f and that of tage III i E 45b E M +D 3333 f where D 3333 i a component of a 6 6 matrix D klr, which i given a D klr A klmn B mnpq C pqr 46 2 f where A klmn I klmn + klmn, B mnpq mnpq I mnpq, C pqr C pqr. 3.3 Tangent tiffne of tage II and IV. To obtain E T, firt we have to obtain the tranformation train T. The tranformation train i obtained in the ame manner a that in model T G G2 4G G G where p G + f p 0 48a G 2 f p 0 E A f D 3333 p 0 2 p + p 0 E A 2 48b Table Mf Input data given by olid NiTi reference curve Af E A E M Mf 420 Ma 780 Ma 450 Ma 75 Ga 3 Ga Journal of Applied Mechanic MARCH 2007, Vol. 74 / 295
6 Fig. 6 Microtructure of 3% poroity pecimen 3.4 Critical tre. The four critical tree are obtained in the ame manner a that in model. They are given by f 5a f A f A 5b 5c Af f Af 5d It i noted here that upercript and denote olid and porou MA, repectively. Fig. 5 Comparion of the experimental data to prediction by the preent two model and G 3 2 E A p p 0 + f p D 3333 p 0 2 E A E A E M p /E M 48c 49a 4 Dicuion We ue Ti-50.9 at. %Ni a MA, and the experimental data of the tre-train curve of olid NiTi under compreive loading i made into piecewie linear wire four tage, Fig. 3 a. Table how the input data of the piecewie linearized tre-train curve of olid NiTi to imulate the tre-train curve of 3% poroity NiTi pecimen. Figure 5 how the tre-train curve predicted by model and 2. Table 2 lit the value of the critical tree and Young p 2 M + p p 0 E 49b Therefore, the tangent modulu, E T i given in term of tranformation train a E T 0 50 T Table 2 Comparion of the critical tree and Young moduli of experimental data and prediction by two model E Ga E T Ga E Mf Ga Experimental Ellipoidal pore Model pherical pore Model Ellipoidal pore Model pherical pore Model Fig. 7 tre-train curve predicted by ellipoidal and pherical open-cell model 296 / Vol. 74, MARCH 2007 Tranaction of the AME
7 moduli predicted by two model, a well a the experiment. The comparion how that the imulation have reaonable good agreement with the experimental data. It i noted that the tre-train curve of the ellipoidal porehape aumption i cloer to the experimental curve than that of the pherical pore-hape aumption. Thi indicate that the ellipoidal pore hape i more likely the realitic pore hape in the pecimen ued for the experiment. Figure 6 how the microtructure of the porou NiTi pecimen. Although, from thi figure we can ee that the realitic pore hape i not ellipoidal, but the ellipoidal i cloer than the pherical to the realitic hape. Therefore, the model with ellipoidal pore hape predict more accurately. Comparing the tre-train curve predicted by Model and 2, we can ee that model 2 i more accurate than model. Thi i becaue model 2 take into account the interaction between two adjacent pore by auming they are interconnecting to each other. Figure 6 upport thi aumption that pore are indeed interconnected. Model 2 can take account for the interaction between the interconnected pore; therefore, the prediction by model 2 give rie to cloer agreement with the experiment. Figure 7 how how the poroity f influent tre-train curve predicted by model 2, the open-cell model. It i found in Fig. 7 that when the poroity i 0%, the ellipoidal and pherical hape have almot ame prediction; but once when the poroity get larger and larger, the difference between the two hape increae dramatically. 5 Concluion Two model predicting the tre-train curve of porou MA ubjected to compreive load are preented. ore are treated a eparate individual in model, wherea they are interconnected to each other in model 2. Both model explain the experimental data reaonably well. Model 2, which can take account for the interaction among interconnected pore, provide better prediction than model in predicting the experimental data of the Young moduli of porou NiTi. Acknowledgment The preent work wa upported by a grant from ONR-MURI project N via Univerity of California at an Diego, where I i rofeor. Nemat-Naer. The program monitor at ONR i Dr. R. Baroum. Reference Lagouda, D. C., trelec, J. K., Yen, J., and Khan, M. A., 200, Intelligent Deign Optimization of a hape-memory-alloy-actuated Reconfigurable Wing, roc. IE, 3984, pp Garner, L. N., Wilon, L. J., Lagouda, D. C., and Redinioti, O. K., 2000, Development of a hape Memory Alloy Actuated Biomimetic Vehicle, mart Mater. truct., 9, pp Martynova, I., korohod, V., and olonin,., 99, hape Memory and uperelaticity Behavior of orou Ti-Ni Material, J. hy. IV, 99, pp. C4/ 42 C4/ Goncharuk, N. V., Martynova, I., Naidenova, I. F., and korokhod, O. R., 992, uperelaticity and hape Memory of intered orou Titanium Nickelide, orohk. Metall. Kiev, 4, pp Li, Y. H., Rong, L. J., and Li, Y. Y., 998, orou NiTi Alloy repared From Elemental owder intering, J. Mater. Re., 3, pp Li, Y. H., Rong, L. J., Luo, X. H., and Li, Y. Y., 2000, Microtructure and uperelaticity of orou NiTi Alloy, ci. China, er. E: Technol. ci., E-42, pp Li, B. Y., Rong, L. J., and Li, Y. Y., 998, Tranformation Behavior of intered orou NiTi Alloy, Metall. Mater. Tran. A, 30A, pp Yuan, B., Chung, C. Y., and Zhu, M., 2004, Microtructure and Martenitic Tranformation Behavior of orou NiTi hape Memory Alloy repared by Hot Iotaic reing roceing, Mater. ci. Eng., A, 382, pp Li, B. Y., Rong, L. J., Gjuanter, V. E., and Li, Y. Y., 2000, orou NiTI hape Memory Alloy roduced by Two Different Method, Z. Metallkd., 9, pp Lagouda, D. C., Entchev,. B., and Vandygriff, E. C., 2000, Modeling of Thermomehcanical Repone of orou hape Memory Alloy, roc. IE, 3992, pp Zhao, Y., Taya, M., Kang, Y.., and Kawaaki, A., 2005, Compreive Behavior of orou NiTi hape Memory Alloy, Acta Mater., 53 2, pp Ehelby, J. D., 957, The Determination of the Elatic Field of an Ellipoidal Incluion, and Related roblem, roc. R. oc. London, er. A, 3, pp Tanaka, K., and Mori, T., 973, Average tre in Matrix and Average Elatic Energy of Material With Mifitting Incluion, Acta Metall., 2, pp Mura, T., 987, Micromechanic of Defect in olid, 2nd ed., Martinu Nijhoff, Dordrecht, pp Taya, M., and Chou, T. W., 98, On Two Kind of Ellipoidal Inhomogeneitie in an Infinite Elatic Body: An Application to a Hybrid Compoite, Int. J. olid truct., 36, pp Taya, M., and Mura, T., 98, On tiffne and trength of an Aligned hort- Fiber Reinforced Compoite Containing Fiber-End Crack Under Uniaxial Applied tre, AME J. Appl. Mech., 48, pp Arenault, R. J., and Taya, M., 987, Thermal Reidual tre in Metal Matrix Compoite, Acta Metall., 35, pp Journal of Applied Mechanic MARCH 2007, Vol. 74 / 297
A macro-mechanical constitutive model of shape memory alloys
Science in China Serie G: Phyic, Mechanic & Atronomy 009 SCIENCE IN CHINA PRESS Springer-Verlag www.cichina.com phy.cichina.com www.pringerlink.com A macro-mechanical contitutive model of hape memory alloy
More information"HIP Modeling Methodology Based on the Inherent Process Anisotropy
"HIP Modeling Methodology Baed on the Inherent Proce Aniotropy Victor Samarov, Vaily Golovehkin, Charle Barre, ( LNT PM, Syneretch P/M, Inc., 65 Monarch treet, Garden Grove CA, USA, 984) Abtract The net
More informationCRACK TIP STRESS FIELDS FOR ANISOTROPIC MATERIALS WITH CUBIC SYMMETRY
CRACK TIP TRE FIELD FOR ANIOTROPIC MATERIAL WITH CUBIC YMMETRY D.E. Lempidaki, N.P. O Dowd, E.P. Buo Department of Mechanical Engineering, Imperial College London, outh Kenington Campu, London, W7 AZ United
More informationSIMULATING THE STRESS AND STRAIN BEHAVIOR OF LOESS VIA SCC MODEL
SIMULATING THE STRESS AND STRAIN BEHAVIOR OF LOESS VIA SCC MODEL M.D. LIU Faculty of Engineering, Univerity of Wollongong, Autralia, martindl@uow.edu.au J. LIU Faculty of Engineering, Univerity of Wollongong,
More informationA FUNCTIONAL BAYESIAN METHOD FOR THE SOLUTION OF INVERSE PROBLEMS WITH SPATIO-TEMPORAL PARAMETERS AUTHORS: CORRESPONDENCE: ABSTRACT
A FUNCTIONAL BAYESIAN METHOD FOR THE SOLUTION OF INVERSE PROBLEMS WITH SPATIO-TEMPORAL PARAMETERS AUTHORS: Zenon Medina-Cetina International Centre for Geohazard / Norwegian Geotechnical Intitute Roger
More informationSimulation of Hot Forming Processes of Refractory Metals using Porous Metal Plasticity Models
Simulation of Hot Forming Procee of Refractory Metal uing Porou Metal Platicity Model Erik Parteder *, Hermann Riedel +, Dong-Zi Sun + *Planee AG, Reutte, Tyrol, Autria + Fraunhofer Intitute for Mechanic
More informationEvolutionary Algorithms Based Fixed Order Robust Controller Design and Robustness Performance Analysis
Proceeding of 01 4th International Conference on Machine Learning and Computing IPCSIT vol. 5 (01) (01) IACSIT Pre, Singapore Evolutionary Algorithm Baed Fixed Order Robut Controller Deign and Robutne
More informationUnified Design Method for Flexure and Debonding in FRP Retrofitted RC Beams
Unified Deign Method for Flexure and Debonding in FRP Retrofitted RC Beam G.X. Guan, Ph.D. 1 ; and C.J. Burgoyne 2 Abtract Flexural retrofitting of reinforced concrete (RC) beam uing fibre reinforced polymer
More informationDomain Optimization Analysis in Linear Elastic Problems * (Approach Using Traction Method)
Domain Optimization Analyi in Linear Elatic Problem * (Approach Uing Traction Method) Hideyuki AZEGAMI * and Zhi Chang WU *2 We preent a numerical analyi and reult uing the traction method for optimizing
More information7.2 INVERSE TRANSFORMS AND TRANSFORMS OF DERIVATIVES 281
72 INVERSE TRANSFORMS AND TRANSFORMS OF DERIVATIVES 28 and i 2 Show how Euler formula (page 33) can then be ued to deduce the reult a ( a) 2 b 2 {e at co bt} {e at in bt} b ( a) 2 b 2 5 Under what condition
More informationChapter 4. The Laplace Transform Method
Chapter 4. The Laplace Tranform Method The Laplace Tranform i a tranformation, meaning that it change a function into a new function. Actually, it i a linear tranformation, becaue it convert a linear combination
More informationMacromechanical Analysis of a Lamina
3, P. Joyce Macromechanical Analyi of a Lamina Generalized Hooke Law ij Cijklε ij C ijkl i a 9 9 matri! 3, P. Joyce Hooke Law Aume linear elatic behavior mall deformation ε Uniaial loading 3, P. Joyce
More informationCHAPTER 4 DESIGN OF STATE FEEDBACK CONTROLLERS AND STATE OBSERVERS USING REDUCED ORDER MODEL
98 CHAPTER DESIGN OF STATE FEEDBACK CONTROLLERS AND STATE OBSERVERS USING REDUCED ORDER MODEL INTRODUCTION The deign of ytem uing tate pace model for the deign i called a modern control deign and it i
More informationEffects of vector attenuation on AVO of offshore reflections
GEOPHYSICS, VOL. 64, NO. 3 MAY-JUNE 1999); P. 815 819, 9 FIGS., 1 TABLE. Effect of vector attenuation on AVO of offhore reflection J. M. Carcione ABSTRACT Wave tranmitted at the ocean bottom have the characteritic
More informationApplied Mathematics Letters
Applied Mathematic Letter 24 (2 26 264 Content lit available at ScienceDirect Applied Mathematic Letter journal homepage: www.elevier.com/locate/aml Polynomial integration over the unit phere Yamen Othmani
More informationConstitutive models. Part 2 Elastoplastic
Contitutive model art latoplatic latoplatic material model latoplatic material are aumed to behave elatically up to a certain tre limit after which combined elatic and platic behaviour occur. laticity
More informationOne Dimensional Modeling of the Shape Memory Effect
odeling and Numerical Simulation o aterial Science, 3, 3, 4-8 http://dx.doi.org/.436/mnm.3.347 Publihed Online October 3 (http://www.cirp.org/journal/mnm) One Dimenional odeling o the Shape emory Eect
More informationCONSISTENT INSERTION OF BOND-SLIP INTO BEAM FIBER ELEMENTS FOR BIAXIAL BENDING
CONSISEN INSERION OF BOND-S INO BEAM FIBER EEMENS FOR BIAXIA BENDING GIORIGO MONI AND ENRICO SPACONE 2 SMMARY In thi paper a new reinforced concrete beam finite element that explicitly account for the
More informationLecture Notes II. As the reactor is well-mixed, the outlet stream concentration and temperature are identical with those in the tank.
Lecture Note II Example 6 Continuou Stirred-Tank Reactor (CSTR) Chemical reactor together with ma tranfer procee contitute an important part of chemical technologie. From a control point of view, reactor
More informationDepartment of Aerospace Engineering and Engineering Mechanics, University of Texas, Austin,
Buckling mode of elatic thin film on elatic ubtrate Haixia Mei and Rui Huang * Department of Aeropace Engineering and Engineering Mechanic, Univerity of Texa, Autin, TX 78712 Jun Young Chung and Chritopher
More informationAPPLICATION OF THE SINGLE IMPACT MICROINDENTATION FOR NON- DESTRUCTIVE TESTING OF THE FRACTURE TOUGHNESS OF NONMETALLIC AND POLYMERIC MATERIALS
APPLICATION OF THE SINGLE IMPACT MICROINDENTATION FOR NON- DESTRUCTIVE TESTING OF THE FRACTURE TOUGHNESS OF NONMETALLIC AND POLYMERIC MATERIALS REN A. P. INSTITUTE OF APPLIED PHYSICS OF THE NATIONAL ACADEMY
More informationUSING NONLINEAR CONTROL ALGORITHMS TO IMPROVE THE QUALITY OF SHAKING TABLE TESTS
October 12-17, 28, Beijing, China USING NONLINEAR CONTR ALGORITHMS TO IMPROVE THE QUALITY OF SHAKING TABLE TESTS T.Y. Yang 1 and A. Schellenberg 2 1 Pot Doctoral Scholar, Dept. of Civil and Env. Eng.,
More informationCHAPTER 8 OBSERVER BASED REDUCED ORDER CONTROLLER DESIGN FOR LARGE SCALE LINEAR DISCRETE-TIME CONTROL SYSTEMS
CHAPTER 8 OBSERVER BASED REDUCED ORDER CONTROLLER DESIGN FOR LARGE SCALE LINEAR DISCRETE-TIME CONTROL SYSTEMS 8.1 INTRODUCTION 8.2 REDUCED ORDER MODEL DESIGN FOR LINEAR DISCRETE-TIME CONTROL SYSTEMS 8.3
More informationCHAPTER 3 LITERATURE REVIEW ON LIQUEFACTION ANALYSIS OF GROUND REINFORCEMENT SYSTEM
CHAPTER 3 LITERATURE REVIEW ON LIQUEFACTION ANALYSIS OF GROUND REINFORCEMENT SYSTEM 3.1 The Simplified Procedure for Liquefaction Evaluation The Simplified Procedure wa firt propoed by Seed and Idri (1971).
More informationClustering Methods without Given Number of Clusters
Clutering Method without Given Number of Cluter Peng Xu, Fei Liu Introduction A we now, mean method i a very effective algorithm of clutering. It mot powerful feature i the calability and implicity. However,
More informationResidual Strength of Concrete-encased Steel Angle Columns after Spalling of Cover Concrete
Reidual Strength of Concrete-encaed Steel Angle Column after Spalling of Cover Concrete *Chang-Soo Kim 1) and Hyeon-Jong Hwang ) 1) School of Civil Engineering, Shandong Jianzhu Univ., Jinan 50101, China
More informationExperimental and Numerical Study on Bar-Reinforced Concrete Filled Steel Tubular Columns Under Axial Compression
The Open Civil Engineering Journal, 211, 5, 19-115 19 Open Acce Experimental and Numerical Study on Bar-Reinforced Concrete Filled Steel Tubular Column Under Axial Compreion Jinheng Han * and Shuping Cong
More informationCake ltration analysis the eect of the relationship between the pore liquid pressure and the cake compressive stress
Chemical Engineering Science 56 (21) 5361 5369 www.elevier.com/locate/ce Cake ltration analyi the eect of the relationhip between the pore liquid preure and the cake compreive tre C. Tien, S. K. Teoh,
More informationSocial Studies 201 Notes for November 14, 2003
1 Social Studie 201 Note for November 14, 2003 Etimation of a mean, mall ample ize Section 8.4, p. 501. When a reearcher ha only a mall ample ize available, the central limit theorem doe not apply to the
More informationIn-plane elastic properties of hierarchical cellular solids
Available online at www.ciencedirect.com Phyic ngineering 0 (20) 3026 303 th International Conference on the Mechanical Behavior of Material In-plane elatic propertie of hierarchical cellular olid Nicola
More informationOnline supplementary information
Electronic Supplementary Material (ESI) for Soft Matter. Thi journal i The Royal Society of Chemitry 15 Online upplementary information Governing Equation For the vicou flow, we aume that the liquid thickne
More informationControl Systems Analysis and Design by the Root-Locus Method
6 Control Sytem Analyi and Deign by the Root-Locu Method 6 1 INTRODUCTION The baic characteritic of the tranient repone of a cloed-loop ytem i cloely related to the location of the cloed-loop pole. If
More informationDistinction between Thermal and Stress-Induced Martensitic Transformations and Inhomogeneity in Internal Stress
Material Tranaction, Vol. 43, No. 9 (2002) pp. 2249 to 2255 c 2002 The Japan Intitute of Metal Ditinction between Thermal and Stre-Induced Martenitic Tranformation and Inhomogeneity in Internal Stre Hidekazu
More informationSTRAIN LIMITS FOR PLASTIC HINGE REGIONS OF CONCRETE REINFORCED COLUMNS
13 th World Conerence on Earthquake Engineering Vancouver, B.C., Canada Augut 1-6, 004 Paper No. 589 STRAIN LIMITS FOR PLASTIC HINGE REGIONS OF CONCRETE REINFORCED COLUMNS Rebeccah RUSSELL 1, Adolo MATAMOROS,
More informationEquivalent Strain in Simple Shear Deformations
Equivalent Strain in Simple Shear Deformation Yan Beygelzimer Donetk Intitute of Phyic and Engineering The National Academy of Science of Ukraine Abtract We how that imple hear and pure hear form two group
More informationCalculation of the temperature of boundary layer beside wall with time-dependent heat transfer coefficient
Ŕ periodica polytechnica Mechanical Engineering 54/1 21 15 2 doi: 1.3311/pp.me.21-1.3 web: http:// www.pp.bme.hu/ me c Periodica Polytechnica 21 RESERCH RTICLE Calculation of the temperature of boundary
More informationFree Vibration of Laminated Composite Plate with Shape Memory Alloy Fibers
34 Free Vibration of Laminated Compoite Plate with Shape Memory Alloy Fiber Abtract In the preent tudy, an analytical cloed form olution for free vibration repone of hybrid compoite plate reinforced with
More informationNUMERICAL SIMULATION OF DESICCATION CRACKING PROCESS BY WEAK COUPLING OF DESICCATION AND FRACTURE
Geotec., Cont. Mat. & Env., ISSN:86-990, Japan, DOI: http://dx.doi.org/0.660/07.33.535 NUMERICAL SIMULATION OF DESICCATION CRACKING PROCESS BY WEAK COUPLING OF DESICCATION AND FRACTURE *Sayako Hirobe and
More informationSocial Studies 201 Notes for March 18, 2005
1 Social Studie 201 Note for March 18, 2005 Etimation of a mean, mall ample ize Section 8.4, p. 501. When a reearcher ha only a mall ample ize available, the central limit theorem doe not apply to the
More informationJump condition at the boundary between a porous catalyst and a homogeneous fluid
From the SelectedWork of Francico J. Valde-Parada 2005 Jump condition at the boundary between a porou catalyt and a homogeneou fluid Francico J. Valde-Parada J. Alberto Ochoa-Tapia Available at: http://work.bepre.com/francico_j_valde_parada/12/
More informationChapter 2 Sampling and Quantization. In order to investigate sampling and quantization, the difference between analog
Chapter Sampling and Quantization.1 Analog and Digital Signal In order to invetigate ampling and quantization, the difference between analog and digital ignal mut be undertood. Analog ignal conit of continuou
More informationStandard Guide for Conducting Ruggedness Tests 1
Deignation: E 69 89 (Reapproved 996) Standard Guide for Conducting Ruggedne Tet AMERICA SOCIETY FOR TESTIG AD MATERIALS 00 Barr Harbor Dr., Wet Conhohocken, PA 948 Reprinted from the Annual Book of ASTM
More informationCONTROL SYSTEMS, ROBOTICS AND AUTOMATION Vol. VIII Decoupling Control - M. Fikar
DECOUPLING CONTROL M. Fikar Department of Proce Control, Faculty of Chemical and Food Technology, Slovak Univerity of Technology in Bratilava, Radlinkého 9, SK-812 37 Bratilava, Slovakia Keyword: Decoupling:
More informationA NEW LOAD MODEL OF THE PEDESTRIANS LATERAL ACTION
A NEW LOAD MODEL OF THE PEDESTRIANS LATERAL ACTION Fiammetta VENUTI PhD Politecnico di Torino Torino, IT Luca Bruno Aociate Profeor Politecnico di Torino Torino, IT Summary Thi paper propoe a new load
More informationA Simple Higher Order Theory for Bending Analysis of Steel Beams
SSRG International Journal of Civil Engineering (SSRG-IJCE) volume Iue April 15 A Simple Higher Order Theory for Bending Analyi of Steel Beam T.K. Meghare 1, P.D. Jadhao 1 Department of Civil Engineering,
More informationLateral vibration of footbridges under crowd-loading: Continuous crowd modeling approach
ateral vibration of footbridge under crowd-loading: Continuou crowd modeling approach Joanna Bodgi, a, Silvano Erlicher,b and Pierre Argoul,c Intitut NAVIER, ENPC, 6 et 8 av. B. Pacal, Cité Decarte, Champ
More informationTHE RATIO OF DISPLACEMENT AMPLIFICATION FACTOR TO FORCE REDUCTION FACTOR
3 th World Conference on Earthquake Engineering Vancouver, B.C., Canada Augut -6, 4 Paper No. 97 THE RATIO OF DISPLACEMENT AMPLIFICATION FACTOR TO FORCE REDUCTION FACTOR Mua MAHMOUDI SUMMARY For Seimic
More informationMAXIMUM BENDING MOMENT AND DUCTILITY OF R/HPFRCC BEAMS
MAXIMUM BENDING MOMENT AND DUCTILITY OF R/HPFRCC BEAMS Aleandro P. Fantilli 1, Hirozo Mihahi 2 and Paolo Vallini 1 (1) Politecnico di Torino, Torino, Italy (2) Tohoku Univerity, Sendai, Japan Abtract The
More informationEE Control Systems LECTURE 14
Updated: Tueday, March 3, 999 EE 434 - Control Sytem LECTURE 4 Copyright FL Lewi 999 All right reerved ROOT LOCUS DESIGN TECHNIQUE Suppoe the cloed-loop tranfer function depend on a deign parameter k We
More informationMolecular Dynamics Simulations of Nonequilibrium Effects Associated with Thermally Activated Exothermic Reactions
Original Paper orma, 5, 9 7, Molecular Dynamic Simulation of Nonequilibrium Effect ociated with Thermally ctivated Exothermic Reaction Jerzy GORECKI and Joanna Natalia GORECK Intitute of Phyical Chemitry,
More informationPART I: AN EXPERIMENTAL STUDY INTO THE VISCOUS DAMPING RESPONSE OF PILE-CLAY INTERFACES
PART I: AN EXPERIMENTAL STUDY INTO THE VISCOUS DAMPING RESPONSE OF PILE-CLAY INTERFACES V. B. L. Chin, Gue & Partner Sdn Bhd, Malayia; Formerly Monah Univerity, Autralia J. P. Seidel, Foundation QA Pty
More informationThe machines in the exercise work as follows:
Tik-79.148 Spring 2001 Introduction to Theoretical Computer Science Tutorial 9 Solution to Demontration Exercie 4. Contructing a complex Turing machine can be very laboriou. With the help of machine chema
More informationEuler-Bernoulli Beams
Euler-Bernoulli Beam The Euler-Bernoulli beam theory wa etablihed around 750 with contribution from Leonard Euler and Daniel Bernoulli. Bernoulli provided an expreion for the train energy in beam bending,
More informationA Simplified Methodology for the Synthesis of Adaptive Flight Control Systems
A Simplified Methodology for the Synthei of Adaptive Flight Control Sytem J.ROUSHANIAN, F.NADJAFI Department of Mechanical Engineering KNT Univerity of Technology 3Mirdamad St. Tehran IRAN Abtract- A implified
More informationAnalysis of Mesostructure Unit Cells Comprised of Octet-truss Structures
Analyi of Meotructure Unit Cell Compried of Octet-tru Structure Scott R. Johnton *, Marque Reed *, Hongqing V. Wang, and David W. Roen * * The George W. Woodruff School of Mechanical Engineering, Georgia
More informationA Constraint Propagation Algorithm for Determining the Stability Margin. The paper addresses the stability margin assessment for linear systems
A Contraint Propagation Algorithm for Determining the Stability Margin of Linear Parameter Circuit and Sytem Lubomir Kolev and Simona Filipova-Petrakieva Abtract The paper addree the tability margin aement
More informationNumerical simulation of sheet metal formability tests
Numerical imulation of heet metal formability tet Ricardo Martin a a Intituto Superior Técnico, UniveridadedeLiboa, Liboa, Portugal ricardo.pedra.martin@tecnico.uliboa.pt Abtract One of the challenge faced
More information[Saxena, 2(9): September, 2013] ISSN: Impact Factor: INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY
[Saena, (9): September, 0] ISSN: 77-9655 Impact Factor:.85 IJESRT INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY Contant Stre Accelerated Life Teting Uing Rayleigh Geometric Proce
More informationSupplementary Figures
Supplementary Figure Supplementary Figure S1: Extraction of the SOF. The tandard deviation of meaured V xy at aturated tate (between 2.4 ka/m and 12 ka/m), V 2 d Vxy( H, j, hm ) Vxy( H, j, hm ) 2. The
More informationThe Hassenpflug Matrix Tensor Notation
The Haenpflug Matrix Tenor Notation D.N.J. El Dept of Mech Mechatron Eng Univ of Stellenboch, South Africa e-mail: dnjel@un.ac.za 2009/09/01 Abtract Thi i a ample document to illutrate the typeetting of
More informationON THE APPROXIMATION ERROR IN HIGH DIMENSIONAL MODEL REPRESENTATION. Xiaoqun Wang
Proceeding of the 2008 Winter Simulation Conference S. J. Maon, R. R. Hill, L. Mönch, O. Roe, T. Jefferon, J. W. Fowler ed. ON THE APPROXIMATION ERROR IN HIGH DIMENSIONAL MODEL REPRESENTATION Xiaoqun Wang
More informationInteraction of Pile-Soil-Pile in Battered Pile Groups under Statically Lateral Load
Interaction of Pile-Soil-Pile in Battered Pile Group under Statically Lateral Load H. Ghaemadeh 1*, M. Alibeikloo 2 1- Aitant Profeor, K. N. Tooi Univerity of Technology 2- M.Sc. Student, K. N. Tooi Univerity
More informationTHE THERMOELASTIC SQUARE
HE HERMOELASIC SQUARE A mnemonic for remembering thermodynamic identitie he tate of a material i the collection of variable uch a tre, train, temperature, entropy. A variable i a tate variable if it integral
More informationRecent progress in fire-structure analysis
EJSE Special Iue: Selected Key Note paper from MDCMS 1 1t International Conference on Modern Deign, Contruction and Maintenance of Structure - Hanoi, Vietnam, December 2007 Recent progre in fire-tructure
More informationCharacterization of the heat transfer in open-cell metal foam
Characterization of the heat tranfer in open-cell metal foam C. Briano-Calcagno, J. Fontánez-Delgado & N. Dukhan Department of Mechanical Engineering, Univerity of Puerto Rico Mayagüez, Mayagüez, P.R.,
More informationBuckling analysis of thick plates using refined trigonometric shear deformation theory
JOURNAL OF MATERIALS AND ENGINEERING STRUCTURES 2 (2015) 159 167 159 Reearch Paper Buckling analyi of thick plate uing refined trigonometric hear deformation theory Sachin M. Gunjal *, Rajeh B. Hajare,
More informationSOLUTIONS
SOLUTIONS Topic-2 RAOULT S LAW, ALICATIONS AND NUMERICALS VERY SHORT ANSWER QUESTIONS 1. Define vapour preure? An: When a liquid i in equilibrium with it own vapour the preure exerted by the vapour on
More informationNew bounds for Morse clusters
New bound for More cluter Tamá Vinkó Advanced Concept Team, European Space Agency, ESTEC Keplerlaan 1, 2201 AZ Noordwijk, The Netherland Tama.Vinko@ea.int and Arnold Neumaier Fakultät für Mathematik, Univerität
More informationReliability Analysis of Embedded System with Different Modes of Failure Emphasizing Reboot Delay
International Journal of Applied Science and Engineering 3., 4: 449-47 Reliability Analyi of Embedded Sytem with Different Mode of Failure Emphaizing Reboot Delay Deepak Kumar* and S. B. Singh Department
More informationChapter 5 Consistency, Zero Stability, and the Dahlquist Equivalence Theorem
Chapter 5 Conitency, Zero Stability, and the Dahlquit Equivalence Theorem In Chapter 2 we dicued convergence of numerical method and gave an experimental method for finding the rate of convergence (aka,
More informationSEISMIC STRENGTH REDUCTION FACTOR FOR SINGLE AND MULTI-STOREY SHEAR BUILDINGS CONSIDERING SOIL- STRUCTURE INTERACTION
SEISMIC STRENGTH REDUCTION FACTOR FOR SINGLE AND MULTI-STOREY SHEAR BUILDINGS CONSIDERING SOIL- STRUCTURE INTERACTION Yang LU, Iman HAJIRASOULIHA * and Alec M. MARSHALL ABSTRACT A parametric analyi ha
More informationAnalysis of Step Response, Impulse and Ramp Response in the Continuous Stirred Tank Reactor System
ISSN: 454-50 Volume 0 - Iue 05 May 07 PP. 7-78 Analyi of Step Repone, Impule and Ramp Repone in the ontinuou Stirred Tank Reactor Sytem * Zohreh Khohraftar, Pirouz Derakhhi, (Department of hemitry, Science
More informationA MICROMECHANICS METHOD TO PREDICT THE FRACTURE TOUGHNESS OF CELLULAR MATERIALS
A MICROMECHANICS METHOD TO PREDICT THE FRACTURE TOUGHNESS OF CELLULAR MATERIALS By SUKJOO CHOI A THESIS PRESENTED TO THE GRADUATE SCHOOL OF THE UNIVERSITY OF FLORIDA IN PARTIAL FULFILLMENT OF THE REQUIREMENTS
More informationImproving Power System Transient Stability with Static Synchronous Series Compensator
American Journal of Applied Science 8 (1): 77-81, 2011 ISSN 1546-9239 2010 Science Pulication Improving Power Sytem Tranient Staility with Static Synchronou Serie Compenator Prechanon Kumkratug Diviion
More informationBACKSCATTER FROM A SPHERICAL INCLUSION WITH COMPLIANT INTERPHASE CHARACTERISTICS. M. Kitahara Tokai University Shimizu, Shizuoka 424, Japan
BACKSCATTER FROM A SPHERICAL INCLUSION WITH COMPLIANT INTERPHASE CHARACTERISTICS M. Kitahara Tokai Univerity Shimizu, Shizuoka 424, Japan K. Nakagawa Total Sytem Intitute Shinjuku, Tokyo 162, Japan J.
More informationOptimal Coordination of Samples in Business Surveys
Paper preented at the ICES-III, June 8-, 007, Montreal, Quebec, Canada Optimal Coordination of Sample in Buine Survey enka Mach, Ioana Şchiopu-Kratina, Philip T Rei, Jean-Marc Fillion Statitic Canada New
More informationSMALL-SIGNAL STABILITY ASSESSMENT OF THE EUROPEAN POWER SYSTEM BASED ON ADVANCED NEURAL NETWORK METHOD
SMALL-SIGNAL STABILITY ASSESSMENT OF THE EUROPEAN POWER SYSTEM BASED ON ADVANCED NEURAL NETWORK METHOD S.P. Teeuwen, I. Erlich U. Bachmann Univerity of Duiburg, Germany Department of Electrical Power Sytem
More informationA Paper about the Slope of the Equilibrium Line
A publication of CHEMICAL ENGINEERING TRANSACTIONS VOL. 69, 208 Guet Editor: Eliabetta Brunazz Eva Sorenen Copyright 208, AIIC Servizi S.r.l. ISBN 978-88-95608-66-2; ISSN 2283-926 The Italian Aociation
More informationUncertainty in long-term behavior and buckling of concrete-filled steel tubular. columns
APCOM & SCM 11-14 th Dember, 213, Singapore Uncertainty in long-term behavior and buckling of concrete-filled teel tubular column * Xue Shi, Wei Gao, Yong-Lin Pi, Mark A. Bradford 1 1 School of civil and
More informationDimension Effect on Dynamic Stress Equilibrium in SHPB Tests
International Journal of Material Phyic. ISSN 97-39X Volume 5, Numer 1 (1), pp. 15- International Reearch Pulication Houe http://www.irphoue.com Dimenion Effect on Dynamic Stre Equilirium in SHPB Tet Department
More informationNumerical analysis of heating characteristics of a slab in a bench scale reheating furnace
International Journal of Heat and Ma Tranfer 5 (27) 219 223 Technical Note Numerical analyi of heating characteritic of a lab in a bench cale reheating furnace Sang Heon Han a, *, Seung Wook Baek a, Sang
More informationDYNAMIC MODELS FOR CONTROLLER DESIGN
DYNAMIC MODELS FOR CONTROLLER DESIGN M.T. Tham (996,999) Dept. of Chemical and Proce Engineering Newcatle upon Tyne, NE 7RU, UK.. INTRODUCTION The problem of deigning a good control ytem i baically that
More informationEfficient Methods of Doppler Processing for Coexisting Land and Weather Clutter
Efficient Method of Doppler Proceing for Coexiting Land and Weather Clutter Ça gatay Candan and A Özgür Yılmaz Middle Eat Technical Univerity METU) Ankara, Turkey ccandan@metuedutr, aoyilmaz@metuedutr
More informationUnavoidable Cycles in Polynomial-Based Time-Invariant LDPC Convolutional Codes
European Wirele, April 7-9,, Vienna, Autria ISBN 978--87-4-9 VE VERLAG GMBH Unavoidable Cycle in Polynomial-Baed Time-Invariant LPC Convolutional Code Hua Zhou and Norbert Goertz Intitute of Telecommunication
More informationDerivation of the bearing strength perpendicular to the grain of locally loaded timber blocks.
Delft Wood Science Foundation Publication Serie 2006, nr. 3 - ISSN 1871-675X Derivation of the bearing trength perpendicular to the grain of locally loaded timber block. Baed on the equilibrium method
More informationGain and Phase Margins Based Delay Dependent Stability Analysis of Two- Area LFC System with Communication Delays
Gain and Phae Margin Baed Delay Dependent Stability Analyi of Two- Area LFC Sytem with Communication Delay Şahin Sönmez and Saffet Ayaun Department of Electrical Engineering, Niğde Ömer Halidemir Univerity,
More informationLecture 17: Analytic Functions and Integrals (See Chapter 14 in Boas)
Lecture 7: Analytic Function and Integral (See Chapter 4 in Boa) Thi i a good point to take a brief detour and expand on our previou dicuion of complex variable and complex function of complex variable.
More informationSOME RESULTS ON INFINITE POWER TOWERS
NNTDM 16 2010) 3, 18-24 SOME RESULTS ON INFINITE POWER TOWERS Mladen Vailev - Miana 5, V. Hugo Str., Sofia 1124, Bulgaria E-mail:miana@abv.bg Abtract To my friend Kratyu Gumnerov In the paper the infinite
More informationStresses near a plate vertex due to a shear force on one of the edges
Stree near a plate vertex due to a hear force on one of the edge P.C.J. Hoogenboom Delft Univerity of Technology, Faculty of Civil Engineering and Geocience, Delft, the Netherland A cloed form olution
More informationTransitional behaviors in well-graded coarse granular soils. Associate professor, State Key Laboratory of Coal Mine Disaster Dynamics and Control,
1 2 Tranitional behavior in well-graded coare granular oil 3 4 Yang Xiao, S.M.ASCE 1, M. R. Coop 2, Hong Liu 3, Hanlong Liu 4 and Jinghan Jiang 5 5 6 7 8 9 1 11 12 13 14 15 16 17 18 19 2 21 22 1. Yang
More informationA BATCH-ARRIVAL QUEUE WITH MULTIPLE SERVERS AND FUZZY PARAMETERS: PARAMETRIC PROGRAMMING APPROACH
Mathematical and Computational Application Vol. 11 No. pp. 181-191 006. Aociation for Scientific Reearch A BATCH-ARRIVA QEE WITH MTIPE SERVERS AND FZZY PARAMETERS: PARAMETRIC PROGRAMMING APPROACH Jau-Chuan
More informationLecture 13. Thermodynamic Potentials (Ch. 5)
Lecture 13. hermodynamic Potential (Ch. 5) So far we have been uing the total internal energy U and ometime the enthalpy H to characterize variou macrocopic ytem. hee function are called the thermodynamic
More informationModeling of Transport and Reaction in a Catalytic Bed Using a Catalyst Particle Model.
Excerpt from the Proceeding of the COMSOL Conference 2010 Boton Modeling of Tranport and Reaction in a Catalytic Bed Uing a Catalyt Particle Model. F. Allain *,1, A.G. Dixon 1 1 Worceter Polytechnic Intitute
More informationFrequency dependent attenuation and dispersion in patchysaturated
Frequency dependent attenuation and diperion in patchyaturated porou rock Huixing Zhang, ritopher A. Innanen. Key Lab of Submarine Geocience and Propecting Technique, MOE, Ocean Univerity of China;. Department
More informationBogoliubov Transformation in Classical Mechanics
Bogoliubov Tranformation in Claical Mechanic Canonical Tranformation Suppoe we have a et of complex canonical variable, {a j }, and would like to conider another et of variable, {b }, b b ({a j }). How
More information696 Fu Jing-Li et al Vol. 12 form in generalized coordinate Q ffiq dt = 0 ( = 1; ;n): (3) For nonholonomic ytem, ffiq are not independent of
Vol 12 No 7, July 2003 cfl 2003 Chin. Phy. Soc. 1009-1963/2003/12(07)/0695-05 Chinee Phyic and IOP Publihing Ltd Lie ymmetrie and conerved quantitie of controllable nonholonomic dynamical ytem Fu Jing-Li(ΛΠ±)
More informationSIMPLIFIED SHAKING TABLE TEST METHODOLOGY USING EXTREMELY SMALL SCALED MODELS
13 th World Conference on Earthquake Engineering Vancouver,.C., Canada Augut 1-6, 2004 Paper No. 662 SIMPLIFIED SHAKING TALE TEST METHODOLOGY USING EXTREMELY SMALL SCALED MODELS Noriko TOKUI 1, Yuki SAKAI
More informationEstimating floor acceleration in nonlinear multi-story moment-resisting frames
Etimating floor acceleration in nonlinear multi-tory moment-reiting frame R. Karami Mohammadi Aitant Profeor, Civil Engineering Department, K.N.Tooi Univerity M. Mohammadi M.Sc. Student, Civil Engineering
More informationAdvanced D-Partitioning Analysis and its Comparison with the Kharitonov s Theorem Assessment
Journal of Multidiciplinary Engineering Science and Technology (JMEST) ISSN: 59- Vol. Iue, January - 5 Advanced D-Partitioning Analyi and it Comparion with the haritonov Theorem Aement amen M. Yanev Profeor,
More informationNONLINEAR CONTROLLER DESIGN FOR A SHELL AND TUBE HEAT EXCHANGER AN EXPERIMENTATION APPROACH
International Journal of Electrical, Electronic and Data Communication, ISSN: 232-284 Volume-3, Iue-8, Aug.-25 NONLINEAR CONTROLLER DESIGN FOR A SHELL AND TUBE HEAT EXCHANGER AN EXPERIMENTATION APPROACH
More information