Mechanical and Electronic Properties of Si, Ge and Their Alloys in P42

Total Page:16

File Type:pdf, Size:1020Kb

Mechanical and Electronic Properties of Si, Ge and Their Alloys in P42 Materials Science in Semiconductor Processing 43 (2016) 187–195 Contents lists available at ScienceDirect Materials Science in Semiconductor Processing journal homepage: www.elsevier.com/locate/mssp Mechanical and electronic properties of Si, Ge and their alloys in P42/mnm structure Qingyang Fan a,n, Changchun Chai a, Qun Wei b, Qi Yang a, Peikun Zhou c, Mengjiang Xing d, Yintang Yang a a Key Laboratory of Ministry of Education for Wide Band-Gap Semiconductor Materials and Devices, School of Microelectronics, Xidian University, Xi’an 710071, PR China b School of Physics and Optoelectronic Engineering, Xidian University, Xi’an 710071, PR China c Faculty of Science, University of Paris-Sud, Paris 91400, France d Faculty of Information Engineering & Automation, Kunming University of Science and Technology, Kunming 650051, PR China article info abstract Article history: Structural, mechanical, and electronic properties of Si–Ge alloys in P42/mnm structure were studied Received 12 September 2015 using first-principles calculations by Cambridge Serial Total Energy Package (CASTEP) plane-wave code. Received in revised form The calculations were performed with the local density approximation and generalized gradient ap- 11 December 2015 proximation in the form of Perdew–Burke–Ernzerhof, PBEsol. The calculated excess mixing enthalpy is Accepted 17 December 2015 positive over the entire germanium composition range. The calculated formation enthalpy shows that the Si–Ge alloys are unstable at 0 K; however, the alloys might exist at specified high temperature scale. Keywords: The anisotropic calculations show that Si12 in P42/mnm structure exhibits the greatest anisotropy in Stability U Poisson’s ratio, shear modulus, Young’s modulus and the universal elastic anisotropy index A , but Si8Ge4 Electronic properties has the smallest anisotropy. The electronic structure calculations reveal that Si and Si–Ge alloys in P4 / Mechanical properties 12 2 mnm structure are indirect band gap semiconductors, but Ge in P4 /mnm structure is a direct semi- Si–Ge alloys 12 2 conductor. & 2015 Elsevier Ltd. All rights reserved. 1. Introduction quasi-direct band gaps using crystal structure searches combined with ab initio calculations. These structures can absorb sunlight The group 14 elements silicon and germanium have attracted with different frequencies, providing attractive features for appli- more and more interest and been extensively investigated. These cation in the tandem multijunction photovoltaic modules. Under elements have an s2p2 valence electronic configuration, which applied pressure of around 11 GPa, both silicon and germanium brings similar chemical characteristics but significant differences. transform into the β-Sn structure [18], which has 4þ2 coordina- Pure carbon found on the Earth mainly in graphite and diamond tion and is metallic. Other stable and well-researched phases of forms, which exhibits some of the strongest bonds known in these elements exist at higher pressures [18,19].Si1ÀxGex alloys nature. Pure silicon and germanium also adopt the diamond form also have been studied a lot in recent years due to their applica- under ambient conditions, and they are both with an ideal tetra- tions in both optoelectronics and microelectronics industry [20– hedral coordination. Thereby, both semiconductors have great 24]. The structural stability, dynamical, elastic and thermodynamic important applications in microelectronics industry. In nature, properties of Si–Ge, Si–Sn and Ge–Sn alloys in zinc-blende struc- carbon, silicon and germanium have a lot of allotropes [1–17]. ture were studied using first-principles calculations by Zhang et al. Nguyen et al. [13] found a new low–energy and dynamically stable [21]. The calculated heats of formation and cohesive energies in- 3 distorted sp –hybridized framework structure of silicon and ger- dicate that Ge–Sn has the strongest alloying ability and Si–Ge has manium in the P42/mnm symmetry. The band gap of the Si12 in the highest structural stability. The structure, formation energy, P4 /mnm structure is indirect band gap semiconductor, while Ge 2 12 and thermodynamic properties of Si0.5Ge0.5 alloys in zinc-blende in P42/mnm structure is direct band gap semiconductor. Wang and rhombohedra structures were investigated through first- et al. [14] found six metastable silicon allotropes with direct or principles calculations by Zhu et al. [23]. Bautista-Hernandez et al. [12] found a stable of silicon and germanium in the monoclinic (M n Corresponding author. phase) and orthorhombic structures (Z phase). From these works, E-mail address: [email protected] (Q. Fan). both the M and Z phases happen to be mechanically and http://dx.doi.org/10.1016/j.mssp.2015.12.016 1369-8001/& 2015 Elsevier Ltd. All rights reserved. 188 Q. Fan et al. / Materials Science in Semiconductor Processing 43 (2016) 187–195 Table 1 The calculated lattice parameters (Å) of Si12,Si8Ge4,Si4Ge8,Ge12 in P42/mnm structure (SG: Space Group). SG PBE PBEsol CA-PZ Expermental ac a c a c Si12 P42/mnm 5.374 9.674 5.362 9.674 5.300 9.474 a P42/mnm 5.388 9.629 Si8Ge4 P42/mnm 5.477 9.756 5.481 9.719 5.364 9.525 Si4Ge8 P42/mnm 5.513 10.046 5.504 10.020 5.371 9.731 Ge12 P42/mnm 5.638 10.149 5.624 10.124 5.451 9.791 a P42/mnm 5.652 10.140 Si Fd-3m 5.465 5.466 5.374 5.430b Ge Fd-3m 5.694 5.692 5.578 5.660b a Ref [13]. b Ref [52]. dynamically stable and the energy of these two phases for Si and [31,32] exchange correlation potential. The structural optimiza- Ge are slightly larger than that of Si and Ge in diamond structure. tions were conducted using the Broyden–Fletcher–Goldfarb– Therefore, these phases can be synthetized at room temperature. Shanno (BFGS) minimization [33]. The interactions between the Amrit De and Craig E Pryor [25] calculated the electronic and ionic core and valence electrons were described by the ultrasoft optical properties of C, Si and Ge in the lonsdaleite phase using a pseudo–potential [34]. The valence electron structures of Si and Ge 2 2 2 2 transferable model empirical pseudopotential method with spin– atoms are 3s 3p and 4s 4p , respectively. For Si12,Ge12 in P42/ orbit interactions. Diamond and Si are indirect band gap semi- mnm structure and their alloys, energy cut–off was used with conductors in the lonsdaleite structure, while Ge is transformed 340 eV, 380 eV and 340 eV, respectively. A high-quality k-point À1 into a direct semiconductor with a much smaller band gap. grid of 0.025 Å , which is corresponding to 7 Â 7 Â 4 for Si12,Ge12 Nguyen et al. [13] reported the structural and electronic in P42/mnm structure and their alloys, was used in all calculations. properties of silicon and germanium in P42/mnm structure, but The electronic properties of Si12,Ge12 in P42/mnm structure and the elastic and anisotropic properties were not investigated. In the their alloys are calculated by Heyd–Scuseria–Ernzerhof (HSE06) present work, the elastic and anisotropic properties of silicon and hybrid functional [21]. The self-consistent convergence of the total À6 germanium in P42/mnm structure are also studied. Additionally, energy is 5 Â 10 eV/atom; the maximum force on the atom is À4 we will report the Si–Ge alloys in P42/mnm structure, including 0.01 eV/Å, the maximum ionic displacement within 5 Â 10 Å the stability, elastic, anisotropic and electronic properties. and the maximum stress within 0.02 GPa. 2. Methods of calculation 3. Results and discussion The Si12,Ge12 in P42/mnm structure together with their alloys The Si12,Ge12 in P42/mnm structure and their alloys Si8Ge4 (Si8Ge4 and Si4Ge8) were investigated based on the density func- (Si0.667Ge0.333), Si4Ge8 (Si0.333Ge0.667) are new cagelike distorted tional theory (DFT) [26,27] using the Cambridge Serial Total En- sp3-hybridized framework structures including 12 atoms in a ergy Package (CASTEP) plane-wave code [28]. The calculations conventional cell with the P42/mnm (No. 136) structure in tetra- were performed with the generalized gradient approximation gonal symmetry. The crystal structures of Si12,Ge12 in P42/mnm (GGA) in the form of Perdew–Burke–Ernzerhof (PBE) [29], PBEsol structure together with their alloys are shown in Fig. 1. The Si [30] and local density approximation (LDA) in the form of Ceperley atoms occupy two Wyckoff positions: 4d (0.00000, 0.50000, and Alder data as parameterized by Perdew and Zunger (CA-PZ) 0.25000) and 8j (0.34159, 0.34159, 0.12316) in Si12; the Ge atoms Fig. 1. Unit cell crystal structures of Si12 (Ge12), Si8Ge4 and Si4Ge8 in P42/mnm structure. Q. Fan et al. / Materials Science in Semiconductor Processing 43 (2016) 187–195 189 Table 2 0.30 The calculated elastic constants (GPa) and elastic modulus (GPa) of Si12,Si8Ge4, Si4Ge8,Ge12 in P42/mnm structure. Ω=1.0817 0.25 U C11 C12 C13 C33 C44 C66 B G B/G E v A 0.20 Ω=1.3055-0.4476x Si12 123 48 47 146 49 61 75 48 1.56 119 0.24 0.134 Si8Ge4 111 36 42 130 43 38 66 40 1.65 100 0.25 0.035 Si4Ge8 100 32 37 110 39 44 58 38 1.53 94 0.23 0.056 0.15 Ge12 88 26 32 100 35 40 50 34 1.47 83 0.22 0.054 (eV/pair) Si (Fd-3m) 154 56 79 88 64 1.38 155 0.21 0.223 H 0.10 Exp.a 166 64 80 102 Ge (Fd-3m) 121 49 62 73 50 1.46 122 0.22 0.342 Exp.a 129 48 67 77 0.05 a Ref [53].
Recommended publications
  • Lecture 13: Earth Materials
    Earth Materials Lecture 13 Earth Materials GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD Hooke’s law of elasticity Force Extension = E × Area Length Hooke’s law σn = E εn where E is material constant, the Young’s Modulus Units are force/area – N/m2 or Pa Robert Hooke (1635-1703) was a virtuoso scientist contributing to geology, σ = C ε palaeontology, biology as well as mechanics ij ijkl kl ß Constitutive equations These are relationships between forces and deformation in a continuum, which define the material behaviour. GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD Shear modulus and bulk modulus Young’s or stiffness modulus: σ n = Eε n Shear or rigidity modulus: σ S = Gε S = µε s Bulk modulus (1/compressibility): Mt Shasta andesite − P = Kεv Can write the bulk modulus in terms of the Lamé parameters λ, µ: K = λ + 2µ/3 and write Hooke’s law as: σ = (λ +2µ) ε GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD Young’s Modulus or stiffness modulus Young’s Modulus or stiffness modulus: σ n = Eε n Interatomic force Interatomic distance GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD Shear Modulus or rigidity modulus Shear modulus or stiffness modulus: σ s = Gε s Interatomic force Interatomic distance GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD Hooke’s Law σij and εkl are second-rank tensors so Cijkl is a fourth-rank tensor. For a general, anisotropic material there are 21 independent elastic moduli. In the isotropic case this tensor reduces to just two independent elastic constants, λ and µ.
    [Show full text]
  • Efficient Hydraulic Fluids Compressibility Is Still One of the Most Critically Important Factors
    WORLDWIDE R. David Whitby Efficient hydraulic fluids Compressibility is still one of the most critically important factors. ydraulic fluids transmit power as a hydraulic system con- while phosphate and vegetable-oil esters have compressibilities H verts mechanical energy into fluid energy and subsequently similar to that of water. Polyalphaolefins are more compressible to mechanical work. To achieve this conversion efficiently, hydrau- than mineral oils. Water-glycol fluids are intermediate between lic fluids need to be relatively incompressible. Hydraulic fluids mineral oils and water. must also minimize wear, reduce friction, provide cooling and pre- Mineral oils are relatively incompressible, but volume reduc- vent rust and corrosion, be compatible with system components tions can be approximately 0.5% for pressures ranging from 6,900 and help keep the system free of deposits. kPa (1,000 psi) up to 27,600 kPa (4,000 psi). Compressibility in- Compressibility measures the rela- creases with pressure and temperature tive change in volume of a fluid or solid and has significant effects on high-pres- as a response to a change in pressure and sure fluid systems. Hydraulic oils typi- is the reciprocal of the volume-elastic cally contain 6% to 10% of dissolved air, modulus or bulk modulus of elasticity. which has no measurable effect on bulk Bulk modulus defines the pressure in- modulus provided it stays in solution. crease needed to cause a given relative Bulk modulus is an inherent property decrease in volume. of the hydraulic fluid and, therefore, is The bulk modulus of a fluid is nonlin- an inherent inefficiency of the hydraulic ear.
    [Show full text]
  • Velocity, Density, Modulus of Hydrocarbon Fluids
    Velocity, Density and Modulus of Hydrocarbon Fluids --Data Measurement De-hua Han*, HARC; M. Batzle, CSM Summary measured with pressure up to 55.2 Mpa (8000 Psi) and temperature up to 100 °C. Density and ultrasonic velocity of numerous hydrocarbon fluids (oil, oil based mud filtrate, hydrocarbon gases and Velocity of Dead Oil miscible CO2-oil) were measured at in situ conditions of pressure up to 50 Mpa and temperatures up to100 °C. Initial measurements were on the gas-free or ‘dead’ oils at Dynamic moduli are derived from velocities and densities. pressure and temperature (see Fig. 1). We used the Newly measured data refine correlations of velocity and following model to fit data: density to API gravity, Gas Oil ratio (GOR), Gas gravity and in situ pressure and temperature. Gas in solution is Vp (m/s) = A – B * T + C * P + D * T * P (1) largely responsible for reducing the bulk modulus of the live oil. Phase changes, such as exsolving gas during Here A is a pseudo velocity at 0 °C and room pressure (0 production, can dramatically lower velocities and modulus, Mpa, gauge), B is temperature gradient, C is pressure but is dependent on pressure conditions. Distinguish gas gradient and D is coefficient of coupled temperature and from liquid phase may not be possible at a high pressure. pressure effects. Fluids are often supercritical. With increasing pressure, a gas-like fluid can begin to behave like a liquid Dead & live oil of #1 B.P. = 1900 psi at 60 C Introduction 1800 1600 Hydrocarbon fluids are the primary targets of the seismic exploration.
    [Show full text]
  • Guide to Rheological Nomenclature: Measurements in Ceramic Particulate Systems
    NfST Nisr National institute of Standards and Technology Technology Administration, U.S. Department of Commerce NIST Special Publication 946 Guide to Rheological Nomenclature: Measurements in Ceramic Particulate Systems Vincent A. Hackley and Chiara F. Ferraris rhe National Institute of Standards and Technology was established in 1988 by Congress to "assist industry in the development of technology . needed to improve product quality, to modernize manufacturing processes, to ensure product reliability . and to facilitate rapid commercialization ... of products based on new scientific discoveries." NIST, originally founded as the National Bureau of Standards in 1901, works to strengthen U.S. industry's competitiveness; advance science and engineering; and improve public health, safety, and the environment. One of the agency's basic functions is to develop, maintain, and retain custody of the national standards of measurement, and provide the means and methods for comparing standards used in science, engineering, manufacturing, commerce, industry, and education with the standards adopted or recognized by the Federal Government. As an agency of the U.S. Commerce Department's Technology Administration, NIST conducts basic and applied research in the physical sciences and engineering, and develops measurement techniques, test methods, standards, and related services. The Institute does generic and precompetitive work on new and advanced technologies. NIST's research facilities are located at Gaithersburg, MD 20899, and at Boulder, CO 80303.
    [Show full text]
  • Making and Characterizing Negative Poisson's Ratio Materials
    Making and characterizing negative Poisson’s ratio materials R. S. LAKES* and R. WITT**, University of Wisconsin–Madison, 147 Engineering Research Building, 1500 Engineering Drive, Madison, WI 53706-1687, USA. 〈[email protected]〉 Received 18th October 1999 Revised 26th August 2000 We present an introduction to the use of negative Poisson’s ratio materials to illustrate various aspects of mechanics of materials. Poisson’s ratio is defined as minus the ratio of transverse strain to longitudinal strain in simple tension. For most materials, Poisson’s ratio is close to 1/3. Negative Poisson’s ratios are counter-intuitive but permissible according to the theory of elasticity. Such materials can be prepared for classroom demonstrations, or made by students. Key words: Poisson’s ratio, deformation, foam, honeycomb 1. INTRODUCTION Poisson’s ratio is the ratio of lateral (transverse) contraction strain to longitudinal extension strain in a simple tension experiment. The allowable range of Poisson’s ratio ν in three 1 dimensional isotropic solids is from –1 to 2 [1]. Common materials usually have a Poisson’s 1 1 ratio close to 3 . Rubbery materials, however, have values approaching 2 . They readily undergo shear deformations, governed by the shear modulus G, but resist volumetric (bulk) deformation governed by the bulk modulus K; for rubbery materials G Ӷ K. Even though textbooks can still be found [2] which categorically state that Poisson’s ratios less than zero are unknown, or even impossible, there are in fact a number of examples of negative Poisson’s ratio solids. Although such behaviour is counter-intuitive, negative Poisson’s ratio structures and materials can be easily made and used in lecture demonstrations and for student projects.
    [Show full text]
  • Determination of Shear Modulus of Dental Materials by Means of the Torsion Pendulum
    NATIONAL BUREAU OF STANDARDS REPORT 10 068 Progress Report on DETERMINATION OF SHEAR MODULUS OF DENTAL MATERIALS BY MEANS OF THE TORSION PENDULUM U.S. DEPARTMENT OF COMMERCE NATIONAL BUREAU OF STANDARDS NATIONAL BUREAU OF STANDARDS The National Bureau of Standards ' was established by an act of Congress March 3, 1901. Today, in addition to serving as the Nation’s central measurement laboratory, the Bureau is a principal focal point in the Federal Government for assuring maximum application of the physical and engineering sciences to the advancement of technology in industry and commerce. To this end the Bureau conducts research and provides central national services in four broad program areas. These are: (1) basic measurements and standards, (2) materials measurements and standards, (3) technological measurements and standards, and (4) transfer of technology. The Bureau comprises the Institute for Basic Standards, the Institute for Materials Research, the Institute for Applied Technology, the Center for Radiation Research, the Center for Computer Sciences and Technology, and the Office for Information Programs. THE INSTITUTE FOR BASIC STANDARDS provides the central basis within the United States of a complete and consistent system of physical measurement; coordinates that system with measurement systems of other nations; and furnishes essential services leading to accurate and uniform physical measurements throughout the Nation’s scientific community, industry, and com- merce. The Institute consists of an Office of Measurement Services
    [Show full text]
  • Chapter 14 Solids and Fluids Matter Is Usually Classified Into One of Four States Or Phases: Solid, Liquid, Gas, Or Plasma
    Chapter 14 Solids and Fluids Matter is usually classified into one of four states or phases: solid, liquid, gas, or plasma. Shape: A solid has a fixed shape, whereas fluids (liquid and gas) have no fixed shape. Compressibility: The atoms in a solid or a liquid are quite closely packed, which makes them almost incompressible. On the other hand, atoms or molecules in gas are far apart, thus gases are compressible in general. The distinction between these states is not always clear-cut. Such complicated behaviors called phase transition will be discussed later on. 1 14.1 Density At some time in the third century B.C., Archimedes was asked to find a way of determining whether or not the gold had been mixed with silver, which led him to discover a useful concept, density. m ρ = V The specific gravity of a substance is the ratio of its density to that of water at 4oC, which is 1000 kg/m3=1 g/cm3. Specific gravity is a dimensionless quantity. 2 14.2 Elastic Moduli A force applied to an object can change its shape. The response of a material to a given type of deforming force is characterized by an elastic modulus, Stress Elastic modulus = Strain Stress: force per unit area in general Strain: fractional change in dimension or volume. Three elastic moduli will be discussed: Young’s modulus for solids, the shear modulus for solids, and the bulk modulus for solids and fluids. 3 Young’s Modulus Young’s modulus is a measure of the resistance of a solid to a change in its length when a force is applied perpendicular to a face.
    [Show full text]
  • FORMULAS for CALCULATING the SPEED of SOUND Revision G
    FORMULAS FOR CALCULATING THE SPEED OF SOUND Revision G By Tom Irvine Email: [email protected] July 13, 2000 Introduction A sound wave is a longitudinal wave, which alternately pushes and pulls the material through which it propagates. The amplitude disturbance is thus parallel to the direction of propagation. Sound waves can propagate through the air, water, Earth, wood, metal rods, stretched strings, and any other physical substance. The purpose of this tutorial is to give formulas for calculating the speed of sound. Separate formulas are derived for a gas, liquid, and solid. General Formula for Fluids and Gases The speed of sound c is given by B c = (1) r o where B is the adiabatic bulk modulus, ro is the equilibrium mass density. Equation (1) is taken from equation (5.13) in Reference 1. The characteristics of the substance determine the appropriate formula for the bulk modulus. Gas or Fluid The bulk modulus is essentially a measure of stress divided by strain. The adiabatic bulk modulus B is defined in terms of hydrostatic pressure P and volume V as DP B = (2) - DV / V Equation (2) is taken from Table 2.1 in Reference 2. 1 An adiabatic process is one in which no energy transfer as heat occurs across the boundaries of the system. An alternate adiabatic bulk modulus equation is given in equation (5.5) in Reference 1. æ ¶P ö B = ro ç ÷ (3) è ¶r ø r o Note that æ ¶P ö P ç ÷ = g (4) è ¶r ø r where g is the ratio of specific heats.
    [Show full text]
  • Adiabatic Bulk Moduli
    8.03 at ESG Supplemental Notes Adiabatic Bulk Moduli To find the speed of sound in a gas, or any property of a gas involving elasticity (see the discussion of the Helmholtz oscillator, B&B page 22, or B&B problem 1.6, or French Pages 57-59.), we need the “bulk modulus” of the fluid. This will correspond to the “spring constant” of a spring, and will give the magnitude of the restoring agency (pressure for a gas, force for a spring) in terms of the change in physical dimension (volume for a gas, length for a spring). It turns out to be more useful to use an intensive quantity for the bulk modulus of a gas, so what we want is the change in pressure per fractional change in volume, so the bulk modulus, denoted as κ (the Greek “kappa” which, when written, has a great tendency to look like k, and in fact French uses “K”), is ∆p dp κ = − , or κ = −V . ∆V/V dV The minus sign indicates that for normal fluids (not all are!), a negative change in volume results in an increase in pressure. To find the bulk modulus, we need to know something about the gas and how it behaves. For our purposes, we will need three basic principles (actually 2 1/2) which we get from thermodynamics, or the kinetic theory of gasses. You might well have encountered these in previous classes, such as chemistry. A) The ideal gas law; pV = nRT , with the standard terminology. B) The first law of thermodynamics; dU = dQ − pdV,whereUis internal energy and Q is heat.
    [Show full text]
  • Course: US01CPHY01 UNIT – 1 ELASTICITY – I Introduction
    Course: US01CPHY01 UNIT – 1 ELASTICITY – I Introduction: If the distance between any two points in a body remains invariable, the body is said to be a rigid body. In practice it is not possible to have a perfectly rigid body. The deformations are (i) There may be change in length (ii) There is a change of volume but no change in shape (iii) There is a change in shape with no change in volume All bodies get deformed under the action of force. The size and shape of the body will change on application of force. There is a tendency of body to recover its original size and shape on removal of this force. Elasticity: The property of a material body to regain its original condition on the removal of deforming forces, is called elasticity. Quartz fibre is considered to be the perfectly elastic body. Plasticity: The bodies which do not show any tendency to recover their original condition on the removal of deforming forces are called plasticity. Putty is considered to be the perfectly plastic body. Load: The load is the combination of external forces acting on a body and its effect is to change the form or the dimensions of the body. Any kind of deforming force is known as Load. When a body is subjected to a force or a system of forces it undergoes a change in size or shape or both. Elastic bodies offer appreciable resistance to the deforming forces. As a result, work has to be done to deform them. This amount of work is stored in body as elastic potential energy.
    [Show full text]
  • Compositional Effects on Ideal Shear Strength in Fe-Cr Alloys
    Journal of Alloys and Compounds 720 (2017) 466e472 Contents lists available at ScienceDirect Journal of Alloys and Compounds journal homepage: http://www.elsevier.com/locate/jalcom Compositional effects on ideal shear strength in Fe-Cr alloys * Luis Casillas-Trujillo, Liubin Xu, Haixuan Xu University of Tennessee, Department of Materials Science and Engineering, Knoxville, TN 37996, USA article info abstract Article history: The ideal shear strength is the minimum stress needed to plastically deform a defect free crystal; it is of Received 8 August 2016 engineering interest since it sets the upper bound of the strength of a real crystal and connects to the Received in revised form nucleation of dislocations. In this study, we have employed spin-polarized density functional theory to 25 March 2017 calculate the ideal shear strength, elastic constants and various moduli of body centered cubic Fe-Cr Accepted 15 May 2017 alloys. We have determined the magnetic ground state of the Fe-Cr solid solutions, and noticed that Available online 17 May 2017 calculations without the correct magnetic ground state would lead to incorrect results of the lattice and elastic constants. We have determined the ideal shear strength along the 〈111〉{110} and 〈111〉{112} slip Keywords: Compositional effects systems and established the relationship between alloy composition and mechanical properties. We 〈 〉 Ideal shear stress observe strengthening in the 111 {110} system as a function of chromium composition, while there is no Density functional theory change in strength in the 〈111〉{112} system. The observed differences can be explained by the response Magnetism of the magnetic moments as a function of applied strain.
    [Show full text]
  • Solids and Fluids
    11/2/2010 Solids and Fluids Crystalline solid Amorphous solid Liquids Gases Plasmas Deformation in solids Stress is related to the force causing a deformation Strain is a measure of the degree of deformation stress Elastic modulus= strain 1 11/2/2010 Elasticity in length Tensile stress is the ratio force F of the magnitude of the Tensile stress= = external force per sectional area A area A: Units 1 Pa ≡1 Nm −2 Tensile strain is the ratio ∆ of the change of length to L Tensile strain= the original length L0 Young’s modulus is the F / A F L ratio of the tensile stress Y ≡ = 0 over the tensile strain: ∆ ∆ L / L0 L A Elastic limit 2 11/2/2010 Shear deformation Elasticity of Shape Shear stress is the ratio of F the parallel force to the area Shear stress= parallel A of the face being sheared: area Units 1 Pa ≡1 Nm −2 Shear strain is the ratio of the distance sheared to the ∆x Shear strain= height h Shear modulus is the ratio F / A F h of the shear stress over the S ≡ parallel = parallel shear strain: ∆x / h ∆x A 3 11/2/2010 Volume elasticity Elasticity in volume Volume stress is the ∆F change in the applied force ∆P ≡ per surface area Asurface Volume strain is the ratio of the change of volume to ∆V Volume strain= the original volume V Bulk modulus is the ratio ∆F / A ∆P of the volume stress over B ≡ − = − the volume strain: ∆V /V ∆V /V 4 11/2/2010 Elasticity in volume For the Bulk modulus to be positive, as an increase of pressure always produces a decrease of volume, one introduces a negative sign in its definition! Bulk modulus is the ratio
    [Show full text]