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Course: ASTRO 1, Fall 2008
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of Investigation mechanical stability of possible structures of PtN using first-principles computations S. K. R. Patil,1 S. V. Khare,2* B. R. Tuttle,3 J. K. Bording,4 and S. Kodambaka5 1 Department of Mechanical Engineering, The University of Toledo, Toledo, Ohio, USA. Department of Physics and Astronomy, The University of Toledo, Toledo, Ohio, USA. School of Science , Behrend College, Penn State University at...

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of Investigation mechanical stability of possible structures of PtN using first-principles computations S. K. R. Patil,1 S. V. Khare,2* B. R. Tuttle,3 J. K. Bording,4 and S. Kodambaka5 1 Department of Mechanical Engineering, The University of Toledo, Toledo, Ohio, USA. Department of Physics and Astronomy, The University of Toledo, Toledo, Ohio, USA. School of Science , Behrend College, Penn State University at Erie, PA, 16513. Center for Functional Nanomaterials, Brookhaven National Lab, Upton, NY 11973, USA. 2 3 4 5 IBM Research Division, T.J. Watson Research Center, Yorktown Heights, New York 10598, USA ABSTRACT We report an ab initio study of the mechanical stability of platinum nitride (PtN), in four different crystal structures, the rock salt (rs-PtN), zinc blende (zb-PtN), cooperite and a face centered orthorhombic phase. Only the rs-PtN phase is found to be stable and has the highest bulk modulus B = 284 GPa. Its electronic density of states shows no band gap making it metallic. The zb-PtN phase does not stabilize or harden by the nitrogen vacancies investigated in this study. Therefore, the experimental observation of super hardness in PtN remains a puzzle. I. INTRODUCTION Metal and semi-conductor nitrides are an important class of materials having properties of fundamental interest as well as those used in a variety of applications.1,2,3,4 * Corresponding author email: khare@physics.utoledo.edu 1 Despite the wide interest in making ever better nitrides for applications, the noble metal nitrides have evaded discovery till recently. Despite the wide interest in metal nitrides, noble metal nitrides have evaded discovery until the recent synthesis of gold 5 and platinum nitrides. In 2004 Gregoryanz et al.6 reported the synthesis of platinum nitride, PtN. This compound was formed using laser-heated diamond anvil-cell techniques at pressures greater than 45 GPa and temperatures exceeding 2000 K. The compound was then recovered completely at room temperature and pressure and analyzed by electron microprobe techniques. Compositional profiles showed that the Pt to N ratio was close to 1:1 with a little variation given by the formula PtN1 x where x < 0.05. The synchrotron xray diffraction experiment revealed PtN to be face-centered cubic but was unable to distinguish between zinc-blende (zb-PtN) and rocksalt (rs-PtN) structures due to a much stronger Pt signal caused by the large difference between masses of Pt and N. But PtN had a first order Raman spectrum and hence rocksalt structure was ruled out.6 As the two first order bands obtained6 seemed to correspond to Raman active peaks of a zincblende structure, the PtN synthesized was concluded to be of this form. The bulk modulus (B) of this zinc-blende PtN was determined to be 372 5 GPa. This B is comparable to 382 GPa of super hard cubic zinc-blende structure BN7. Thus PtN with a zinc-blende structure is the first noble metal nitride experimentally identified to be a super hard material. However, theoretical calculations fail to confirm the high bulk modulus extracted from experiment. Recent theoretical investigations have applied different density functional methods to calculate the lattice constants and bulk moduli of various forms of PtN. These studies conclude that the lattice constant of the zb-PtN is consistent with 2 experiments. However, these calculations draw contradictory conclusions about the high bulk modulus of PtN found in experiment. The bulk modulus reported in Ref. [8] concurs with the experimental value but the value reported by Ref. [9] contradicts both the experiment and Ref. [8], since it is smaller by a factor of one half. Another investigation, in Ref. [10] gives a variety of different values for B depending on the method used. These explorations motivated us to study theoretically different crystal structures of PtN as possible candidates for super-hardness. We restricted our study to compounds with 1:1 stoichiometric ratio of Pt:N (except for PtN2, cf. section VIII). Two of these, the zb- and rs- PtN phases were motivated by results of X ray measurements6. The zb-PtN was found to be mechanically unstable and transformed to a lower energy fco-PtN phase for strain type 1 given in Table I. Thus fco-PtN was studied as a potential phase for super hard PtN. PtS exists in cooperite phase and hence cooperite PtN (co-PtN) was also studied as a possible phase for super hard PtN. The main results of our investigations are as follows. The zb-PtN was found to have a lattice constant close to experiment; however, it was also found to be mechanically unstable and transformed to a lower energy fco-PtN. The bulk modulus of zb-PtN was found from two different methods to be almost half the experimentally derived value consistent with the value reported in Ref. [9]. Our bulk modulus results are therefore consistent with Ref. [9]. The higher values reported in Refs. [8] and [10] are higher by a factor of two due to errors in calculation. Only the rs-PtN phase was found to be mechanically stable i.e. its elastic constants obey the conditions (C11 C12 ) > 0, (C11 + 2C12 ) > 0, C11 > 0 , and C 44 > 0 . It has the highest bulk modulus (B = 284 GPa) greater than the value of 230 GPa for the zb-PtN phase. This lower value of B in the zb-PtN phase (compared to the experimental value of 372 GPa6 ) 3 and also its instability led us to investigate the effect of N vacancies on these properties. We found that for nitrogen vacancy concentrations of 3.7% and 12.5% that bracketed the value of the maximum 5% reported in experiment, the zb-PtN phase remained unstable and its B hardly changed. Our study indicates that further experimental investigation needs to be carried out to find the cause of the stability and high B of the zb-PtN. The rest of the paper is organized as follows. Section II gives the details of the ab initio method used. Section III describes the structure of four different phases of PtN studied. Section IV illustrates the method of calculation of elastic constants. In section V we investigate the stability of the four phases. Section VI reports the band structure and density of states of rs-PtN. Section VII gives results involving introduction of N vacancies. Section VIII gives the results and discussion on bulk modulus calculated for different phases of PtN studied. II AB INITIO METHOD We performed first-principles total energy calculations within the local density approximation (LDA) and also generalized gradient approximation (GGA) to the density functional theory 11 (DFT) using the suit of codes VASP. 12 , 13 , 14 , 15 Core electrons are implicitly treated by ultra soft Vanderbilt type pseudopotentials 16 as supplied by G. Kresse and J. Hafner17. For each calculation, irreducible k-points are generated according to the Monkhorst-Pack scheme. 18 Convergence is achieved with 408 k- points in the irreducible part of Brillouin zone for zb-PtN and rs-PtN structures and with 512 and 864 k- points for cooperite and orthorhombic structures respectively. The single-particle wave functions have been expanded in a plane-wave basis using a 224 eV kinetic energy cutoff. 4 All atoms are allowed to relax until a force tolerance of 0.03 eV/ is reached for each atom. Tests using a higher plane-wave cutoff and a larger k-point sampling indicate that a numerical convergence better than 1.0 meV is achieved for relative energies. III. CRYSTAL STRUCTURE We investigated four different phases of PtN, the (i) zb-PtN structure (space group F43m ) 19 , (ii) rs-PtN structure (space group Fm3m )19, (iii) face-centered orthorhombic structure (fco) (space group Fddd )19 and (iv) cooperite (PtS) structure (space group P 4 2 / mmc )19. The unit cells for the first three phases are shown Figs. 1, 2, and 3 respectively. They consist of three lattice constants of the conventional unit cell a, b, and c with lattice vectors a1 = 1 1 1 (0, b, c), a 2 = (a, 0, c) and a 3 = (a, b, 0). The 2 2 2 1 (a1 + a 2 + a 3 ) . The first two basis consists of a Pt atom at (0, 0, 0) and an N atom at phases have c = b = a, giving them a cubic symmetry. The first phase has = 4, while the second and third phases have = 2. Fig. 4. shows the unit cell of co-PtN having lattice constants a and c. The lattice vectors are a1 = (a, 0, 0), a 2 = (0, a, 0) and a 3 = (0, 0, c). Two Pt atoms at (0, 0, 0), 3 1 a 2 + a 3 make up the basis. 4 2 The equilibrium lattice constants a, b, and c were varied independently (when they were different) to obtain the absolute minimum in total energy for each structure. All basis atoms were allowed to relax fully. Table V summarizes the equilibrium lattice 1 (a1 + a 2 + a 3 ) and two N atoms at 1 a 2 + 1 a 3 , 4 2 2 5 constants of the different PtN structures. The structure with the lowest total energy per formula unit of PtN was co-PtN. Hence the formation energies, E f r t , of the other phases are reported with respect to tetragonal structure in Table V. IV. ELASTIC CONSTANTS Elastic constants are the measure of the resistance of a crystal to an externally applied stress. For small strains Hookes law is valid and the crystal energy E is a quadratic function of strain.20 Thus, to obtain the total minimum energy for calculating the elastic constants to second order, a crystal is strained and all the internal parameters relaxed. Consider a symmetric 3 3 strain tensor which has matrix elements ij (i, j = 1, 2, and 3) defined by Eq. (1) ij I ij e i + 1 1 I ij e 9 i j . 2 ( ) (1) Such a strain transforms the three lattice vectors defining the unstrained Bravais lattice { a k , k = 1, 2, and 3} to the strained vectors21 { a k , k = 1, 2, and 3} as given by Eq. (2) a = (I + ). a k , k (2) where I is defined by its elements, I ij = 1 for i = j and 0 for i j . Each lattice vector a k or a k is a 3 1 matrix. The change in total energy due to above strain (1) is E E({ei }) E 0 V 1 6 6 P(V0 ) + Cijei e j + O e3 , = 1 i V0 V0 V0 2 i =1 j =1 ({ }) (3) where V0 is the volume of the unstrained lattice, E 0 is the total minimum energy at this unstrained volume of the crystal, P( V0 ) is the pressure of the unstrained lattice, and V is the new volume of the lattice due to strain in Eq. (1). In Eq. (3), C ij = C ji due to crystal 6 symmetry.20 This reduces the elastic stiffness constants C ij , from 36 to 21 independent elastic constants in Eq. (3). Further crystal symmetry20 reduces the number to 9 ( C11 , C12 , C13 , C 23 , C 22 , C 33 , C 44 , C 55 , C 66 ) for orthorhombic crystals, 6 ( C11 , C12 , C13 , C 33 , C 44 , C 66 ) for tetragonal crystals and 3 ( C11 , C12 , C 44 ) for cubic crystals. A proper choice of the set of strains { e i , i = 1, 2, .... 6 }, in Eq. (3) leads to a parabolic relationship between E / V0 ( E E E 0 ) and the chosen strain. Such choices for the set { e i } and the corresponding form for E are shown in Table I22 for cubic, Table II23 for tetragonal and Table III24 for orthorhombic lattices. For each lattice structure of PtN studied, we strained the lattice by 0%, 1%, and 2% to obtain the total minimum energies E(V) at these strains. These energies and strains were fit with the corresponding parabolic equations of E / V0 as given in Tables I, II and III to yield the required second order elastic constants. While computing these energies all atoms are allowed to relax with the cell shape and volume fixed by the choice of strains { e i }. V. MECHANICAL STABILITY 1 The strain energy C ij ei e j of a given crystal in Eq. (3) must always be positive for all 2 possible values of the set { e i }; otherwise the crystal would be mechanically unstable. 1 This means that the quadratic form C ij ei e j must be positive definite for all real 2 values of strains unless all the strains are zero. This imposes further restrictions on the 7 elastic constants C ij depending on the crystal structure. These stability conditions can be found out by standard algebraic methods.25 a. zb-PtN For cubic crystal structures such as those of zb-PtN or rs-PtN, the necessary conditions for mechanical stability are given by26 (C11 C12 ) > 0 , (C11 + 2C12 ) > 0, C11 > 0 , C 44 > 0 . (4) The elastic constants are determined by applying the strains listed in Table I. C11 C12 is obtained by using the strain combination on the first row of Table I. Table IV shows the numerical values of our computation of all the elastic constants of zb-PtN. These values satisfy all the stability conditions of Eq. (4) except the condition that (C11 C12 ) > 0. Thus we have concluded that the zb-PtN is mechanically unstable which contradicts the experimental data.6 We now turn our attention to the strain used on the second row of Table I which is an isotropic strain and it yields, B C11 + 2 C12 .We obtained a B value of 230 GPa, 3 which is lower than the experimentally reported value of 372 GPa by 38%.6 The fit of these isotropically strained volumes and corresponding total minimum energies to Murnaghan equation of state27 yielded B = 231 GPa. Thus our theoretical calculations suggest that the experimentally observed structure is unstable and with a B that is far larger than the theoretically expected value. However, the experiment found that the precise stoichiometry for their PtN sample was given by PtN 1 x with 0 < x < 0.05. To investigate the effect of N vacancies on the stability of zb-PtN and value of B, we did 8 further calculations which are described in section VII. Based on our results we conclude that N vacancies only soften the material and do not explain the large experimental value for B (372 GPa). These disagreements between our theoretically computed properties and the experimental results for zb-PtN motivated us to explore other possible structures of PtN which could potentially yield very large values of the elastic constants and hence superhardness. Since Pt has a large value of B = 298 GPa28 it would seem plausible to have such an expectation.6 The X-ray diffraction part of the experimental measurements could not distinguish6, 8 between the zb-PtN and rs-PtN structural types since they both had face centered cubic (fcc) symmetry. This is because of the much weaker signal of N atoms than that of Pt atoms due to a large difference in their atomic numbers. Also many other mono transition metal nitrides, such as CrN, NbN, VN, and ZrN exist in the NaCl phase. So we explored this phase next. b. rs-PtN As rs-PtN is cubic, it has to satisfy all the conditions in Eq. (4) to be mechanically stable. These conditions are indeed satisfied as seen from the calculated elastic constants in Table IV, making it mechanically stable. The calculated B with the parabolic fit of strain 2 in Table I was found to be 284 GPa. As zb-PtN is unstable and rs-PtN is stable and because of the fcc structure reported by the X ray analysis6, one would be tempted to conclude that PtN is a rock salt structure like many other monotransition metal nitrides. But the calculated lattice constant of rock salt PtN, 0.45036 nm (by GGA) and 0.44071 nm (by LDA) varies substantially from 0.4801 nm measured experimentally.6 The value 9 of B we obtained was 284 GPa, still off from the experimental value of 372 GPa. It is thus not clear whether the observed PtN is in NaCl structure. We nonetheless, explored the electronic properties of this stable phase which are described in section VI. With an interest toward finding a super-hard form of PtN we explored two other structures of PtN having 1:1 stoichiometry. The first of these, the tetragonal (cooperite) structure was motivated by the existence in this form of PtO which could exist as a contaminant in the experimental sample.29 c. co-PtN The stability criteria for a tetragonal crystal26 are: (C11 C12 ) > 0 , (C11 + C 33 2c13 ) > 0, (2C11 + C 33 + 2C12 + 4C13 ) > 0, C11 > 0, C 33 > 0, C 44 > 0, C 66 > 0 . (5) The elastic constants of tetragonal PtN are shown in Table IV. The calculated elastic constant C 44 is negative violating Eq. (5) and so is labeled unstable in Table IV. For the strain types 1, 2, 4, 5 and 6 in Table II the total minimum energy for strained lattice was less than that of the unstrained lattice indicating the transformation of the tetragonal structure to either monoclinic or triclinic structures. Hence, the elastic constants C11 , C12 , C13 , C 66 , and C 33 are labeled unstable in Table IV, making the tetragonal cell mechanically unstable. Thus the formation of stable PtN in cooperite phase is ruled out. The fourth structure we investigated was discovered by noticing that C11 C12 < 0 in Table IV for the zb-PtN. Under the strain corresponding to C11 C12 the ZnS structure transforms to a face centered orthorhombic (fco) structure. 10 d. fco-PtN The mechanical stability criteria for face centered orthorhombic24 PtN are: (C 22 + C33 2C23 ) > 0, (C11 + C22 + C33 + 2C12 + 2C13 + 2C 23 ) > 0, C11 > 0, C 22 > 0, C33 > 0, C 44 > 0, C55 > 0, C 66 > 0. (6) The calculated elastic constants are shown in Table IV. All the elastic constants obey the mechanical stability criteria given in Eq. (6) except for C 44 . Hence the possibility of PtN crystallizing in face centered orthorhombic phase is eliminated. For strain type 4 in Table III the fco PtN transforms to a triclinic phase, which we did not investigate. We now conclude that of the four forms of PtN we studied only the rs-PtN is mechanically stable. We describe its electronic structure next. VI. ELECTRONIC STRUCUTRE OF rs-PtN The band structure of this phase along a high symmetry direction is shown in Fig. 5. The calculated density of states (DOS) is shown in Figure 6. There is no band gap in the at DOS the fermi level (EF) and hence rs-PtN is metallic. The bands near the fermi level are mainly contributed by platinum d-orbitals while the lowest band is mainly the nitrogen sorbital. The electronic density of states is calculated using 408 irreducible k-points and a 0.2 eV smearing of the energy levels to provide a smooth DOS plot. The DOS between 5 eV and +1 eV is dominated by the Pt metal states and compares well to the photoemission spectra of platinum 30 . Figure 7. shows the projected density of states (PDOS) of Pt and N atoms in s, p and d orbitals. As seen from PDOS, the d electrons of Pt contribute to the majority of the DOS near the Fermi level. 11 VII. NITROGEN VACANCIES The experimental specimen of PtN 1 x was sub-stoichiometric with 0 < x < 0.05. This sub-stoichiometry may be the reason for both its stability and high value of B. To check for such a trend, we performed a calculation with a larger supercell31 to create Pt27N26 (i.e. x = 0.0370) which is comparable to the experimental specimen. The equilibrium lattice constant for this sub stoichiometric zb-PtN was found to be 0.46019 nm and B was found to be 221 GPa. Thus the bulk modulus is reduced slightly at this nitrogen vacancy concentration. The other sub-stoichiometry computed was a supercell32 of Pt8N7 (i.e. x = 0.125). The lattice constant and bulk modulus for this compound were 0.45556 nm and 238 GPa respectively. Thus this composition hardly raises the value of B to the value reported in experiment. The strain type 1 of Table I for which the zb-PtN was unstable was applied to the above mentioned two super cells. These calculations showed that the stability criterion (C11 C12 ) > 0 was not satisfied for these sub-stoichiometric forms either. Values of x in our calculations for sub-stoichiometric cases range from 0 (no vacancies), 0.037 and 0.125. These values cover the experimental range for x from 0 to 0.05 and beyond. It seems unlikely then that PtN 1 x ( 0 < x < 0.05 ), can be stabilized by the presence of vacancies alone. However, stabilizing and hardening effects due to other types of defects or impurities induced by the high pressure and high temperature production technique used in the experiment cannot be ruled out. VIII. BULK MODULUS RESULTS AND DISCUSSION Table V lists our values of B for zb-PtN and rs-PtN calculated using VASP with LDA and also the generalized gradient approximation, GGA. As a test of our method we also 12 calculated the bulk modulus of zinc blende structure of BN and rock salt OsN with LDA. Our B = 382 GPa for BN is in very good agreement with the experimental value of 382 GPa7 and previous LDA value of 403 GPa.33 Also our calculated bulk modulus value of 380 GPa for OsN is in good agreement with 372 GPa obtained by a previous ab initio calculation.34 However, our results using VASP with GGA for PtN differ significantly from those of Ref. [8]38 as seen in Table V. Our value of B = 192 GPa with GGA for zbPtN is about 48% smaller than their value of 371 GPa which is almost identical to the experimental value6. However, our value matches quite well with the value of 194 GPa found in Ref. [9]. Note that an all electron method WIEN2K35 was used in both Refs. [8] and [9], while our VASP method is based on pseudo-potentials. For a proper comparison we also computed these bulk moduli with WIEN2K. We used FLAPW calculations with LDA and GGA as done in Refs. [8] and [9] using WIEN2K. Non over lapping muffin-tin sphere radii of 0.0100 nm and 0.0085 nm were used for Pt and N atoms respectively. Using this method we obtained B = 178 GPa for zb-PtN as seen in Table V, which is in good agreement with our value of 192 GPa obtained using VASP. A similar situation arises for rs-PtN with GGA where our WIEN2K result is B = 233 GPa in agreement with VASP value of 226 GPa but different from 431 GPa of Ref. [8]38. The LDA and GGA bulk moduli for zb-PtN obtained in Ref. [9], which also uses WIEN2K are given in Table V. They are in good agreement with our present work. For zb-PtN, the shear modulus, C = C11 C12 = -17 GPa obtained in Ref. [9] is in good agreement with -15.5 GPa 2 obtained by us. R. Yu et al.9, have suggested that the experimental sample may contain excess N atoms, and hence may well be the PtN2 flourite phase in the Fm 3 m space group. As a 13 check, we also calculated the bulk modulus and elastic constants of PtN2 using VASP. The bulk modulus was found to be 300 GPa. The computed elastic constants C11, C12 and C44 were 495 GPa, 193 GPa and 109 GPa respectively, satisfying the mechanical stability conditions for cubic lattices as given in Eq. (4). These values for fluorite PtN2 are in good agreement with those obtained in Ref. [9]. It is interesting to note that though the value for B clearly disagrees with the experimental value it is the only phase for which C44 is of extremely high value 495 GPa comparable to that of super hard BN36. It is also interesting to note that values for B in Ref. [8]38 are approximately WIEN2K and those of Ref. [9]. 1 of our values using 2 14 SUMMARY Using first principles calculations we have computed properties of PtN, a recently synthesized noble metal nitride6. Using our ab initio calculations the experimental zincblende structure of PtN reported6 was found to be mechanically unstable and its bulk modulus was found to be 38% lower than in experiment. Upon introduction of N vacancies in this zb-PtN structure we found that it remained unstable and the bulk modulus did not change substantially. The role of other types of impurities or defects causing the stability and super-hardness cannot be ruled out. Further experimental investigation is needed to understand the underlying causes behind the stability and super-hardness, which are not explained by our ab initio calculations. To find super-hardness in other forms of PtN we also investigated its rock-salt, cooperite, and face centered orthorhombic phases. Of these only rs-PtN was found to be stable. X-ray diffraction measurements6 have identified this form as a possible structural candidate showing fcc symmetry. However, our calculated lattice constant 0.45036 nm differs from the experimental value of 0.48010 nm by 6.2%. We also find no evidence for super-hardness in this form. The electronic band structure and total density of states of this stable form were studied. This form shows no band gap and is metallic consistent with experimental observation. All our computations and those of others8,9,10 reveal that more experiments need to be performed to ascertain the true nature of the newly discovered PtN material. This work was partially supported by the Division of Materials Sciences, Office of Basic Energy Science, US Department of Energy. S. V. Khare acknowledges support from the 15 University of Toledo, Office of Research, URAF 2005 award. We thank Ohio Supercomputer Center for providing computing resources. 16 REFERENCES 1 M. W. Barsoum, Prog. Sol. St. Chem. 28, 201 (2000). J. S. Chun, I. Petrov, and J. E. Greene, J. Appl. Phys. 86, 3633 (1999). A. E. Kaloyeros and E. Eisenbraun, Annu. Rev. Mater. Sci. 30, 363 (2000). S. H. Jhi, J. Ihm, S. G. Louie, and M. L. Cohen, Nature 399, 132 (1999). S. Krishnamurthy, M. Montalti, M. G. Wardle, M. J. Shaw, P. R. Briddon, K. Svensson, M. R. C. Hunt, and L. Siller, Phys. Rev. B 69, 1 (2004). 2 3 4 5 6 E. Gregoryanz, C. Sanloup, M. Somayazulu, J. Bardo, G. Fiquet, H-. K. Mao, and R. Hemley, Nat. Mater. 3, 294 (2004). 7 E. V. Yakovenko, I. V. Aleksandrov, A. F. Gonchavrov, and S. M. Stishov, Sov. Phys. JETP 68, 1213 (1989). 8 B. R. Sahu and L. Kleinman, Phys. Rev. B 71, 041101 (R) (2005). R. Yu and X. F. Zhang, Appl. Phys. Lett. 86, 121913 (2005) Uddin, Jamal, Scuseria, and E. Gustavo, Phys. Rev. B 72, 035101 (2005). P. Hohenberg and W. Kohn, Phys. Rev. 136, B864 (1964); W. Kohn and L. J. Sham, Phys. Rev. 140, A1133 (1965). 9 10 11 12 G. Kresse and J. Hafner, Phys. Rev. B 47, RC558 (1993). G. Kresse, Thesis, Technische Universit Wien 1993. G. Kresse and J. Furthmller, Comput. Mat. Sci. 6, 15 (1996). G. Kresse and J. Furthmller, Phys. Rev. B 54, 11169 (1996). D.Vanderbilt, Phys. Rev. B 41 7892 (1990). G. Kresse and J. Hafner, J. Phys.: Condens. Matter 6, 8245 (1994). H. J. Monkhorst and J. D. Pack, Phys. Rev. B 13, 5188 (1976). 17 13 14 15 16 17 18 19 See for different crystal models: http://cst-www.nrl.navy.mil/lattice/prototype.html. J. F. Nye, Physical properties of crystals, Their representation by tensors and matrices, (Oxford press, 1957), Chap VIII. 20 21 Intermetallic compounds : Principles and Practice, Vol I: Principles, J. H. Westbrook and R. L. Fleischer, eds., John Wiley and Sons (London, 1995), ch. 9 (Pg 195-210). 22 M. J. Mehl, J. E. Osburn, D. A. Papaconstantopoulos, and B. M. Klein, Phys. Rev. B 41, 10311 (1990); ibid 42, 5362(E) (1990). 23 M. Alouani, R. C. Albers, and M. Methfessel, Phys. Rev. B 43, 6500 (1991). O. Beckstein, J. E. Klepeis, G. L. W. Hart, and O. Pankrtov, Phys. Rev. B 63, 134112 (2001). 24 25 W.L. Ferrar, Algebra; a text-book of determinants, matrices, and algebraic forms, (1941) (Pg. 138). 26 D. C. Wallace, Thermodynamics of Crystals (Wiley, New York, 1972), Chap. 1. F. D. Murnaghan, Proc. Natl. Acad. Sci. U.S.A. 30, 244 (1944). J. J. Gilman, Electronic Basis of the Strength of Materials, (Cambridge University Press,UK, 2003), Chap. 12. 27 28 29 As an example: It is known that TiO is iso-structural with NaCl structure of TiN and that both have similar lattice constants. See : S. Kodambaka, S. V. Khare, V. Petrova, D. D. Johnson, I. Petrov, and J. E. Greene, Phys. Rev. B 67, 35409 (2003). 30 S. F. Lin, D. T. Pierce, and W. E. Spicer, Phys. Rev. B 4, 326 (1971). A 3 3 3 array of unit cells with 2 atoms per unit cell in fcc symmetry (1 Pt and 1 N), results in 54 atoms (27 Pt and 27 N atoms). We removed 1 N atom to get Pt27N26. 31 18 32 A 2 2 2 array of unit cells with 2 atoms per unit cell in fcc (1 Pt and 1 N), results in 16 atoms (8 Pt and 8 N atoms). We removed 1 N atom to get Pt8N7. 33 K. Shimada, T. Sota, and K. Suzuki, J. Appl. Phys., 84, 4951 (1998). J. C. Grossman, A. Mizel, M. Cote, M. L. Cohen, and Steven G. Louie, Phys. Rev. B 60, 6343 (1999). 34 35 P. Blaha, K. Schwarz, G. K. H. Madsen, D. Kvasnicka, and J. Luitz, WIEN2K (Vienna University of Technology, Vienna, Australia, 2001). 36 M. Grimsditch, E. S. Zouboulis, and A. Polian, J. Appl. Phys., 76, 832 (1994) The high symmetry k- point X (0, 1, 0) is identical by symmetry to (1, 1, 0); cf. http://cst-www.nrl.navy.mil/bind/static/example7/index.html 37 38 Just before submission we rec...

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PROBLEMS WHICH ARE AVAILABLE FOR PRACTICE NOTE: You might need to open the Word documents using either Internet Explorer or Netscape. In the past, students had problems opening Word documents with Firefox. April 17: Inverse Cosine Problems The dates
Toledo - MATH - 4350
Iterative MethodsThe general framework for iterative methods is fairly straightforward: 1. Make an initial guess. - either randomly or using some clever rule. 2. Update the guess. - the really clever part. 3. Is the guess close enough? - either &quot;ver
Toledo - MATH - 4350
Homework Assignment 21.4 #2) Here u and v ave binary vectors. Find u + v and u v. 1 1 u = 1 , v = 1 0 1 1.4 #6) Write out the addition and multiplication tables for Z5 . 1.4 #14) Perform the indicated calculation: (3 + 4)(3 + 2 + 4 + 2) in Z5 .
Toledo - MATH - 2600
Suggested Solution for Chapter 6 HomeworkSection 6-2: 2. Given the confidence interval (1007.3, 1009.4), we know that x - E = 1007.3, x + E = 1009.4, thus, x = (1007.3 + 1009.4)/2 = 1008.35 E = 1009.4 - x = 1.05 6. From Table A-2, critical val
Toledo - MATH - 1830
Review suggestions and problems for nal exam. This is not meant to be completely comprehensive. You should also review your quizzes, homework and exams! The nal exam will be somewhat overweighted towards material from after the last midterm, but it w
Toledo - MATH - 1330
Each quiz is worth 9 points. Quiz 35 Dec 3 1 . 2 Scores: 9, 9, 9, 8, 8, 7, 7, 7, 5, 5, 5, 5, 4, 3, 3, 2, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0 Find all the exact solutions for the equation cos = - Quiz 34 Nov 30 15 . cot cos - 1 - Find the exact value
Toledo - LESSON - 1330
LESSON 8 THE GRAPHS OF THE TRIGONOMETRIC FUNCTIONS 1. SINE GRAPHSExample Use the Unit Circle to graph one cycle of the function y = sin x . Definition The amplitude of a trigonometric function is one-half of the difference between the maximum value
Toledo - LESSON - 10
LESSON 10 SOLVING TRIGONOMETRIC EQUATIONS Examples Find all the exact solutions for the following equations. 1.cos = -3 2 3First, determine where the solutions will occur. Since -is not the 2 minimum negative number for the cosine function,
Toledo - LESSON - 1330
LESSON 10 SOLVING TRIGONOMETRIC EQUATIONS Examples Find all the exact solutions for the following equations. 1.cos = -3 2 3First, determine where the solutions will occur. Since -is not the 2 minimum negative number for the cosine function,
Toledo - MATH - 1330
MATH-1330 _ Exam 2 Spring 2001 _Name S.I.D. #INSTRUCTIONS: You must show enough work to justify your answer on ALL problems. Correct answers with no work (or inconsistent work) shown will not receive full credit. You are NOT allowed to use a calc
Toledo - MATH - 1330
MATH-1330 _ Exam 2 Fall 1999 _Name S.I.D. #INSTRUCTIONS: You must show enough work to justify your answer on ALL problems. Correct answers with no work (or inconsistent work) shown will not receive full credit. You are NOT allowed to use a calcul
Toledo - MATH - 1330
MATH-1330 _ Exam 1 Fall 2004 _Name S.I.D. #INSTRUCTIONS: Each problem is worth 8 points. You are NOT allowed to use a calculator for this part of the test. 1. Indicate where the terminal side of the angle is located for each of the following angl
Toledo - EECS - 2550
From aaguilar@eecs.utoledo.edu Fri Jan 11 10:40:55 2002Return-Path: &lt;aaguilar@eecs.utoledo.edu&gt;Received: from lc3ms1.lorainccc.edu (lc3ms1.lorainccc.edu [192.232.30.7])by jupiter.eecs.utoledo.edu (8.9.3/8.9.3/1.1) with ESMTP id KAA26915for &lt;jhe
Toledo - EECS - 2550
What is Unix? A multi-user networked operating system &quot;Operating System&quot; Handles files, running other programs, input/output Just like DOS or Windows &quot;Networked&quot; Designed for server use Networking is an intrinsic part of the system &quot;Multi-u
Toledo - EECS - 2550
Threads, SMP, and MicrokernelsChapter 4Process Resource ownership - process is allocated a virtual address space to hold the process image Scheduling/execution- follows an execution path that may be interleaved with other processes These two ch
Toledo - EECS - 1580
Tentative SyllabusEECS 1580 Non-Linear Data StructuresSemester: Class Times: Spring 2006 T,Th 9:30 a.m. 10:45 a.m. Sections: Class room: 001 PL 3120 Credit Hours: 3Instructor InformationInstructor: Dr. Lawrence Miller Office: NI 2036 Office Ho
Toledo - EECS - 1550
SYLLABUS EECS 1550, Sec. 002-Nonlinear Data Structures 4 Semester Hours Fall Semester 2001 Instructor: Office: Dr. L. K. Miller NI 2036 Office Hours: M, W 10 am 12 noon T, Th 1 2:30 pm (Or by appointment)e-mail: Office Phone:lmiller@eecs.utoled
Toledo - EECS - 4130
Tentative SyllabusEECS 4130 Digital DesignSemester: Class Times: Spring 2007 T,Th 12:30 a.m. 1:45 p.m. Sections: 001 Lab Times: TBD Credit Hours: Class room: 4 PL 3110EECS 5130 / 7130 Digital DesignSemester: Class Times: Spring 2007 T,Th 12:3
Toledo - EECS - 2550
EECS 2550 Operating Systems and Systems ProgrammingSYLLABUS Semester: Class Times: Instructor: Phone: Course Goals: Spring 2003 T,Th 1100 12:15 pm Dr. Lawrence Miller 419-530-8193 Section: 001 Place: Office: PL 2400 NI 2036 Office Hours: T, Th 2:0
Toledo - EECS - 3150
EECS 3150 Data CommunicationsSYLLABUS Semester: Class Times: Instructor: Summer 2003 T,Th 12:00 1:40 pm Dr. Lawrence Miller Section: 001 Place: Office: Phone: Course Goals: PL 1030 NI 2036 419-530-8193 Office Hours: e-mail: T, Th 1:45 2:45 (Or by
Toledo - EECS - 4180
Tentative SyllabusEECS 4180 Computer NetworksSemester: Class Times: Fall 2006 T,Th 2:00 p.m. 3:40 p.m. Sections: 001 Class room: PL 2650 Credit Hours: 4EECS 5180 / 7180 Computer NetworksSemester: Class Times: Fall 2006 T,Th 11:00 a.m. 12:15
Toledo - EECS - 2550
Tentative SyllabusEECS 2550 Operating SystemsSemester: Class Times: Spring 2007 T,Th 11:00 a.m. 12:15 a.m. Sections: Class room: 001 &amp; 805 PL 2700 Credit Hours: 3Instructor InformationInstructor: Dr. Lawrence Miller Office: NI 2036 Office Hour
Toledo - EECS - 1550
EECS 1550 Non-Linear Data StructuresSYLLABUSSemester: Class Times: Instructor:Spring 2002 M,W 3:00 4:40 pm Dr. Lawrence MillerSection: 001 Place: Office: PL 3057 NI 2036Credit Hours:4Office Hours:M 10 am 11 am T, Th 10 am 12 noon (
Toledo - EECS - 1550
EECS 1550 Non-Linear Data Structures SyllabusSemester: Class Times: Instructor: Fall 2003 T,Th 8:00 9:40 pm Dr. Lawrence Miller Section: 001 &amp; 002 Place: Office: PL 3090A NI 2036 Office Hours: T, Th 9:50 am 11:30 am W 4:00 pm 5:00 pm (Or by appo
Toledo - EECS - 4520
EECS 4520/5520/7520 Advanced Systems ProgrammingSYLLABUSSemester: Class Times: Instructor:Spring 2002 M,W 1:00 2:40 pm Dr. Lawrence MillerSection: 001 Place: Office: PL 3100 NI 2036Credit Hours:4Office Hours:M 10 am 11 am T, Th 10 a
Toledo - EECS - 4130
Digital Design EECS 4130 Spring 2007 Project 1Assigned: January 23, 2007 Due: February 1, 2007 at 11:59 p.m.Write VHDL code for the behavioral description for all basic logic gates (and, or, nand, nor, not, and xor). Simulate your VHDL code. Hand
Toledo - EECS - 2550
Dining Philosophers ProblemDining Philosophers ProblemFirst Solution/* program diningphilosophers */ semaphore fork[5] = {1}; int i; void philosopher (int i) { while (true) { think( ); wait(fork[i]); wait(fork[(i+1) % 5); eat( ); signal(fork[i])
Toledo - EECS - 4130
Digital DesignEECS 4130 / EECS 5130 / EECS 7130 Instructor: Dr. Lawrence MillerDigital System Design Traditional Design Approach Works very well with systems containing a small number of variables Typically 1-5 VariablesDesign Specification Fl
Toledo - EECS - 2550
Process Description and ControlChapter 3Major Requirements of an Operating System Interleave the execution of several processes to maximize processor utilization while providing reasonable response time Allocate resources to processes Support i
Toledo - EECS - 2550
Command Line ArgumentsCommand Line Arguments In C+ it is possible to accept commandline arguments. To pass command-line arguments into your program, C+ has a special argument list for main( ), which looks like this: int main(int argc, char* argv[
Toledo - EECS - 2550
Computer System OverviewChapter 1Operating System Exploits the hardware resources of one or more processors Provides a set of services to system users Manages secondary memory and I/O devicesBasic Elements Processor Main Memory referred to
Toledo - EECS - 4130
ModelsimRunning ModelSim First:&gt; cd ~ &gt; cp /eng/applications/mentor/sol10.csh . run a texteditor Open your .cshrc file Insert the following linesource ~/sol10.csh Save your .cshrc file Exit the text editor Log out Log back inRunning M
Toledo - EECS - 4130
Designing with Programmable Logic DevicesChapter 3Programmable Logic Devices Read Only Memories (ROMs) Programmable Logic Arrays (PLAs) Programmable Array Logic Devices (PALs)Read-Only Memories Store binary data data can be read out wheneve
Toledo - EECS - 4130
Design of Networks for Arithmetic OperationsChapter 4Networks for Arithmetic OperationsCase Study: Serial Adder with AccumulatorNetworks for Arithmetic Operations 2 shift registers to hold numbers X and Y Inputs: Sh, SI, Clock X register is
Toledo - EECS - 2550
Make and MakefilesThe Make Command The make command allows you to manage large programs or groups of programs. As you begin to write larger programs, you will notice that recompiling larger programs takes much longer than re-compiling short progr
Toledo - EECS - 2550
UNIX Process ControlChapter 8Copyright 2003 by Lawrence Miller (The University of Toledo), and J.F. Paris (The University of Houston)Process IdentifiersEvery process has a unique process IDNon-negative integerSpecial processes0: the swappe
Toledo - EECS - 4130
More VHDLSignal AttributesAttributes associated with signals that return a valueA'event true if a change in A has just occurred A'active true if A has just been reevaluated, even if A does not changeSignal Attributes Event occurs on a sign
Toledo - EECS - 4130
VHDLVHDL Building Blocks VHDL has: &gt; 75 reserved words Ex) port About 200 descriptive words Ex) port clause, port list Language constructsVHDL Code Note: 2 different code files Design Entity Design ArchitectureDesign Entity Basic un
Toledo - EECS - 4130
Designing with Programmable Gate Arrays and Complex Programmable Logic DevicesChapter 6ROMs, PALs, &amp; PLAs Good for implementing sequential networks Not good for implementing a complete digital systemPGAs, CPLDs PGA: Programmable Gate Arra
Toledo - EECS - 2550
Project 2: Operating Systems &amp; Systems Programming A Simple Shell Due Date: 11:59 P.M., Wednesday, February 28, 2007ObjectiveThis assignment will help you to understand the functions of a command language interpreter and to learn how to create pro
Toledo - EECS - 2550
Memory ManagementChapter 7Goals of Memory ManagementGoals of Memory ManagementGoals of Memory ManagementGoals of Memory ManagementGoals of Memory ManagementGoals of Memory ManagementGoals of Memory ManagementFixed PartitioningFixe
Toledo - EECS - 2550
Concurrency: Deadlock and StarvationChapter 6DeadlocksDeadlocksDeadlocksDeadlocksDeadlocksDeadlocksDeadlocksDeadlocksDeadlocksDeadlocksDeadlocksDeadlocksDeadlocksDeadlock PreventionDeadlock AvoidanceDeadlock Avoidance
Toledo - EECS - 4000
Design Requirements SpecificationsEECS 4000 Senior DesignIdentification of a NeedBackground -&gt; be aware of broad context of project Given the context, and other factors, argue for the need for the project Example:The Union Trolley exists to serv
Toledo - EECS - 4000
EECS 4000 Senior Design SyllabusCourse InformationSemester: Class Times: Fall 2006 M 10:00 10:50 a.m. Sections: Class room: 001, 002, 091, 092 NI 1027 Credit Hours: 4Instructor InformationInstructor: Phone: Dr. Lawrence Miller 419-530-8193 Off
Toledo - EECS - 4180
Project #2 EECS 4180: Computer Networks Due: December 9, 2006In this project, we will utilize a network layer flooding protocol built on top of a reliable data link layer protocol to implement a simple transport layer protocol. Part 1 On the cnet si
Toledo - EECS - 4180
Chapter 1IntroductionUses of Computer Networks Business Applications Home Applications Mobile Users Social IssuesBusiness Applications of NetworksA network with two clients and one server.Business Applications of Networks (2)The client
Toledo - EECS - 4180
EECS 4180 Project 1Assigned: 10-12-06 Due: 11-2-06 Hand-in instructions will be forthcoming soon. Start with the provided code which implements selective repeat with multiple timers in cnet. Then add the following: Checksums using: checksum_ccit
Toledo - EECS - 4000
Oral Presentation SkillsRobin Burgess-LimerickOral Presentation SkillsOutlinePlanning Preparation Practice Performance QuestionsPlanningWho are you talking to? Why are you talking to them? How long have you got? What story are you going to
Toledo - EECS - 4180
EECS 4180/5180/7180 Computer Networks August 22, 2006PreliminariesCatalog Data:4 hours. ISO/OSI layer models of computer networks. Review of the first two layers. Discussion of network, transport, session, presentation and application layers. Stu
Toledo - EECS - 4180
Chapter 3The Data Link LayerData Link Layer Design Issues Services Provided to the Network Layer Framing Error Control Flow ControlFunctions of the Data Link Layer Provide service interface to the network layer Dealing with transmission
Toledo - EECS - 4180
#defineHOST1canberra#defineHOST2sydneycompile = &quot;keyboard.c&quot;winopen = truehost HOST1 { x=80, y=50 propagationdelay = 100ms link to HOST2}host HOST2 { east east of HOST1 propagationdelay = 3s link to HOST1}
Toledo - EECS - 4180
/* This is a sample cnet topology file for &quot;protocol.c&quot;. Take a copy of both protocol.c and this file. You can then execute this introduction with the command:cnet TOPOLOGY.a If successful, cnet will compile your copy of protocol.
Toledo - EECS - 4180
compile = &quot;ticktock.c&quot;host Perth { link to Sydney}host Sydney { east east of Perth link to Perth}
Toledo - EECS - 4180
/* This is a sample cnet topology file for &quot;stopandwait.c&quot;. For the first time we now see frame corruption in the physical layer. */compile = &quot;stopandwait.c&quot;probframecorrupt = 3host perth { x=100, y=50 address = 302 messa
Toledo - EECS - 1550
EECS 1550 Non-Linear Data Structures SyllabusSemester: Class Times: Instructor: Fall 2004 T,Th 8:00 9:40 a.m. Dr. Lawrence Miller Section: 001 Place: Office: PL 3100 NI 2036 Office Hours: T, Th 9:50 am 11:30 am W 4:00 pm 5:00 pm (Or by appointme
Toledo - EECS - 4130
Tentative SyllabusEECS 4130 Digital DesignSemester: Class Times: Fall 2005 T,Th 11:00 a.m. 12:15 p.m. Sections: 001 Lab Times: TBD Credit Hours: Class room: 4 PL 3170EECS 5130 / 7130 Digital DesignSemester: Class Times: Fall 2005 T,Th 11:00 a