Q2. [40 points] Bishop-Hill Model: Calculation of Taylor Factors for Multiple Slip
|
|
- Horatio Cobb
- 6 years ago
- Views:
Transcription
1 27-750, A.D. Rollett Due: 20 th Ot., Homework 5, Volume Frations, Single and Multiple Slip Crystal Plastiity Note the 2 extra redit questions (at the end). Q1. [40 points] Single Slip: Calulating Shmid Fators In a single rystal tensile test on Ni, the orientation of the rystal is given as ( , 38.33, ) in Bunge Euler angles. Assume that an axisymmetri tensile stress is applied along the sample 3 (Z) diretion. Note that we apply stress boundary onditions. (a) Determine whih rystal diretion is parallel to the tensile axis. Give your answer in the form of (hkl)[uvw] and simplify the numbers to be single digit integers. You should be able to modify the spreadsheet or program that you wrote in earlier homeworks to produe an answer. (b) Identify whih ombination slip plane and diretion is ative, and give the Shmid fator. Note: Ni is f and an slip on any {111} plane in any <110> diretion. You will have to find out whih is the most highly stressed slip system, i.e. find the largest Shmid fator. This value of the Shmid fator is what you should use to determine the tensile yield stress beause it determines whih slip system will be ativated first. () Calulate the tensile yield stress based on a ritial resolved shear stress that we will (arbitrarily) set at 100 MPa. You must submit a opy of the table of results showing how you alulated your answer whih must display the maximum Shmid fator and the indies of the ativated slip system. A suggestion for how to proeed is to use a spreadsheet (e.g. Exel), or a Math program suh as Mathematia or Maple, and make a list of all possible ombinations of slip plane (111, -111, 1-11, -1-11) and slip diretion (e.g. 111 is orthogonal to 110, -101 and 0-11), taking only positive versions of eah (unit) vetor. This will give you a table with 12 rows, one for eah slip system (3 X 4 = 12 ombinations of plane and diretion). Inlude a olumn with the dot produts of the plane and diretion and explain why this is useful. Then alulate the dot produts of the tensile axis with eah ombination of plane+diretion in turn in order to obtain osφ and osλ, respetively (2 more olumns). Then alulate the Shmid fator as (osφ*osλ) (1 more olumn). Finally, identify the row with the largest absolute value of the Shmid fator in it (i.e. positive or negative). {You an expand the table to inlude the negatives of eah slip diretion in addition: this will give you 24 rows (e.g. 111 is orthogonal to 110, -101, 0-11, 1-10, 10-1 and 01-1). If you use the 24 row version, you will find that you obtain a pair of positive and negative Shmid fators for eah pair of positive and negative slip diretions. This positive/negative pairing orresponds to positive and negative diretions of slip.} Q2. [40 points] Bishop-Hill Model: Calulation of Taylor Fators for Multiple Slip
2 Assume that slip ours on {111} planes and in <110> diretions. Assume that an axisymmetri tensile strain is applied along the sample 3 (Z) diretion. Calulate the following quantities: (a) the index of the ative stress state (from the Bishop-Hill list); (b) the Taylor fator (to at least 2 deimal plaes) for rystals with the following orientations: 2.1 ( 0 0 1) [1 0 0] 2.2 ( ) [1 0 0] 2.3 ( ) [1 0 0] 2.4 (-2 3 3) [3 2 0] 2.5 ( ) [3 2 0] 2.6 ( ) [ ] 2.7 ( ) [ ]. Question Orientation 2.1 ( 0 0 1) [1 0 0] 2.3 ( ) [1 0 0] 2.4 (-2 3 3) [3 2 0] Taylor Stress State Fator , -1.0, 0.0, 0.0, 0.0, * 0.0, 0.0, 0.0, 1.0, 0.0, (to be determined) * orreted 28 Apr 06 Answers are provided (above) for a few of the ases so that you an hek your method. The meaning of the Miller indies is the onventional one disussed earlier in the lass: (hkl) // sample-z (=sample-3), [uvw] // sample-x (= sample-1). Steps to follow in order to obtain a solution: 1. Write down the strain inrement in vetor form. 2. Convert the strain vetor to a strain tensor (3x3 matrix) form: be areful with fators of 2 if you have non-zero off-diagonal terms. 3. Calulate the von Mises equivalent strain (Slide set Aniso-4 slide #9). 4. Calulate the orientation matrix from the Miller indies speified. 5. Rotate the strain tensor into rystal oordinates (no need to symmetrize the answer). 6. For eah of the 28 multi-axial stress states (listed below, to save you the trouble of transribing them), alulate the work inrement; be areful to use the formula appropriate to the strain tensor alulated in step 5 above. 7. Identify whih stress state yields the largest (+ or -) absolute work inrement ( dw ). 8. Calulate the Taylor fator as the work inrement divided by the von Mises equivalent strain. Note that it is interesting to ompute the Shmid fators for the same orientations and ompare them to the Taylor fators. (This is not required, but if you developed a suitable spreadsheet for Q1, you should find it easy to perform the alulations).
3 Bishop & Hill stress states (Fortran style); fator of 6 not inluded: stress(1,1)=1. stress(1,2)=-1. stress(1,3)=0. stress(1,4)=0. stress(1,5)=0. stress(1,6)=0. # 1 stress(2,1)=0. stress(2,2)=1. stress(2,3)=-1. stress(2,4)=0. stress(2,5)=0. stress(2,6)=0. # 2 stress(3,1)=-1. stress(3,2)=0. stress(3,3)=1. stress(3,4)=0. stress(3,5)=0. stress(3,6)=0. # 3 stress(4,1)=0. stress(4,2)=0. stress(4,3)=0. stress(4,4)=1. stress(4,5)=0. stress(4,6)=0. # 4 stress(5,1)=0. stress(5,2)=0. stress(5,3)=0. stress(5,4)=0. stress(5,5)=1. stress(5,6)=0. # 5 stress(6,1)=0. stress(6,2)=0. stress(6,3)=0. stress(6,4)=0. stress(6,5)=0. stress(6,6)=1. # 6 stress(7,1)=0.5 stress(7,2)=-1. stress(7,3)=0.5 stress(7,4)=0. stress(7,5)=0.5 stress(7,6)=0. # 7 stress(8,1)=0.5 stress(8,2)=-1. stress(8,3)=0.5 stress(8,4)=0. stress(8,5)=-0.5 stress(8,6)=0. # 8 stress(9,1)=-1. stress(9,2)=0.5 stress(9,3)=0.5 stress(9,4)=0.5 stress(9,5)=0. stress(9,6)=0.
4 # 9 stress(10,1)=-1. stress(10,2)=0.5 stress(10,3)=0.5 stress(10,4)=-0.5 stress(10,5)=0. stress(10,6)=0. # 10 stress(11,1)=0.5 stress(11,2)=0.5 stress(11,3)=-1. stress(11,4)=0. stress(11,5)=0. stress(11,6)=0.5 # 11 stress(12,1)=0.5 stress(12,2)=0.5 stress(12,3)=-1. stress(12,4)=0. stress(12,5)=0. stress(12,6)=-0.5 stress(13,1)=0.5 stress(13,2)=0. stress(13,3)=-0.5 stress(13,4)=0.5 stress(13,5)=0. stress(13,6)=0.5 stress(14,1)=0.5 stress(14,2)=0. stress(14,3)=-.5 stress(14,4)=-0.5 stress(14,5)=0. stress(14,6)=0.5 stress(15,1)=0.5 stress(15,2)=0. stress(15,3)=-0.5 stress(15,4)=0.5 stress(15,5)=0. stress(15,6)=-0.5 stress(16,1)=0.5 stress(16,2)=0. stress(16,3)=-0.5 stress(16,4)=-0.5 stress(16,5)=0. stress(16,6)=-0.5 stress(17,1)=0. stress(17,2)=-0.5 stress(17,3)=0.5 stress(17,4)=0. stress(17,5)=0.5 stress(17,6)=0.5 stress(18,1)=0. stress(18,2)=-0.5 stress(18,3)=0.5 stress(18,4)=0. stress(18,5)=-0.5 stress(18,6)=0.5 stress(19,1)=0.
5 stress(19,2)=-0.5 stress(19,3)=0.5 stress(19,4)=0. stress(19,5)=0.5 stress(19,6)=-0.5 stress(20,1)=0. stress(20,2)=-0.5 stress(20,3)=0.5 stress(20,4)=0. stress(20,5)=-0.5 stress(20,6)=-0.5 stress(21,1)=-0.5 stress(21,2)=0.5 stress(21,3)=0. stress(21,4)=0.5 stress(21,5)=0.5 stress(21,6)=0. stress(22,1)=-0.5 stress(22,2)=0.5 stress(22,3)=0. stress(22,4)=-0.5 stress(22,5)=0.5 stress(22,6)=0. stress(23,1)=-0.5 stress(23,2)=0.5 stress(23,3)=0. stress(23,4)=0.5 stress(23,5)=-0.5 stress(23,6)=0. stress(24,1)=-0.5 stress(24,2)=0.5 stress(24,3)=0. stress(24,4)=-0.5 stress(24,5)=-0.5 stress(24,6)=0. stress(25,1)=0. stress(25,2)=0. stress(25,3)=0. stress(25,4)=0.5 stress(25,5)=0.5 stress(25,6)=-0.5 stress(26,1)=0. stress(26,2)=0. stress(26,3)=0. stress(26,4)=0.5 stress(26,5)=-0.5 stress(26,6)=0.5 stress(27,1)=0. stress(27,2)=0. stress(27,3)=0. stress(27,4)=-0.5 stress(27,5)=0.5 stress(27,6)=0.5 stress(28,1)=0. stress(28,2)=0. stress(28,3)=0.
6 stress(28,4)=0.5 stress(28,5)=0.5 stress(28,6)=0.5 Q3. [10 points] The objetive of this question is to show you how to perform alulations of volume fration given an Orientation Distribution (and vie versa in Q3). A disrete OD is defined on a grid that has ells at every 10 in (Bunge) Euler angles in ubi-orthorhombi symmetry with a range of 0-90 in eah angle. The ells are entered on their oordinates, as disussed in the slides and as used in popla, so be areful of how to treat the ells at 90 and at 0 beause the orientation spae volume (in the sense of Euler angle spae, or dg integrated over some subspae, dω) assoiated with ells at the edges is different. The intensities are in multiples of a random intensity. (φ 1,Φ,φ 2 ) Intensity ( 0, 10, 0) 540. (30, 60, 20) 9.05 (40, 70, 30) 8.3 a) Calulate the number of ells b) Calulate the total orientation spae volume, Ω, of the spae (units of degrees 2 ) ) Calulate the orientation spae volumes, dω, assoiated with eah of the 3 ells (units of degrees 2 ). d) Calulate the volume frations, dv, assoiated with eah of the 3 ells e) Compare the ratios of the intensities, f, to the ratios of the volume frations what do you notie? Note: other ells in the OD must have non-zero intensity beause the three volume frations alulated do not add up to one. (You might want to amuse yourself by alulating how large the intensities would have to be in order for these 3 ells to aount for all the volume.) Q4. [10 points] The objetive of this question is to show you how to perform alulations the Orientation Distribution given values of volume frations. Some of the values are given so that you an hek your work. It is important, therefore to show your working. You have performed an analysis of eletron diffration patterns in the transmission eletron mirosope from a polyrystalline speimen. The orientations and areas that you indexed are as follows. Later on in the ourse we will see from a study of stereology that area frations are equal to volume frations. ( φ 1, Φ, φ 2 ) Area of grain (31, 3, 1) 3.2 (31, 4, 3) 1.6 (28, 0, 2) 1.9 (33, 3, 0) 6.6 (10, 31, 38) 4.0
7 ( 8, 29, 42) 1.7 (14, 27, 41) 12.4 (12, 31, 43) 11.3 ( 1, 81, 50) 5.3 ( 3, 78, 48) 9.1 (71, 46, 11) 3.3 (68, 53, 13) 5.3 (70, 51, 8) 1.4 Using the same 10 x10 x10 grid as above, bin the areas (remember that we use ellentered oordinates) what are the intensities in the orresponding OD ells? Areas are treated identially to volumes. Also list the angles of the ells that ontain the points, with the volume of orientation spae (dω) assoiated with eah ell. For example, some of the points fall into the ell for {70, 50, 10 }, for whih the intensity is 90 (MRD). Q-A. [20 points, EXTRA CREDIT] Shmid fator maximization Assume that slip ours on {111} planes and in <110> diretions. (a) For a tensile axis loated inside the standard stereographi triangle, what are the indies of the ative slip diretion and ative slip plane normal? (b) Compute the indies of the diretion in the standard triangle that has a Shmid fator of exatly 0.5. Leave your answer in the form of radials (i.e. involving only simple frations, suh as ½, and square roots, suh as 2). The vetor should be a unit vetor and, however, you obtain an answer, you must demonstrate that it is orret by showing that the dot produt with both the slip diretion and the slip plane normal is 1/ 2. Hint: the value of 0.5 suggests ertain values for the angles (and therefore diretion osines) between the tensile axis and the plane normal and diretion. It is aeptable to use a mathematis pakage suh as Mathematia to find a solution but, if you do, be sure to demonstrate that your answer is orret. Q-B [50 points extra redit]: determining the list of 28 stress states used in Bishop-Hill theory. Note I am suggesting this question for extra redit but I do not know for sure that it will work, so it is rather open-ended. Step 1. Generate a list of the 96 ombinations of 5 slips systems that are linearly independent. It is suggested that you write a program that generates all possible ombinations and use the non-zero determinant test to weed out the non-independent ombinations. Step 2. Chek that, out of the list of 96, when you ompute the orresponding deviatori stress states (assuming onstant CRSS on all 5 slip systems), only 28 disrete states remain (taking positive and negative versions of the same state to be only one result). Note that proeeding in this fashion should also yield the sets of possible ative slip systems (and there should be multiple sets for eah of the 28 Bishop-Hill stress states).
(c) Calculate the tensile yield stress based on a critical resolved shear stress that we will (arbitrarily) set at 100 MPa. (c) MPa.
27-750, A.D. Rollett Due: 20 th Ot., 2011. Homework 5, Volume Frations, Single and Multiple Slip Crystal Plastiity Note the 2 extra redit questions (at the end). Q1. [40 points] Single Slip: Calulating
More informationAdvanced Computational Fluid Dynamics AA215A Lecture 4
Advaned Computational Fluid Dynamis AA5A Leture 4 Antony Jameson Winter Quarter,, Stanford, CA Abstrat Leture 4 overs analysis of the equations of gas dynamis Contents Analysis of the equations of gas
More informationDeveloping Excel Macros for Solving Heat Diffusion Problems
Session 50 Developing Exel Maros for Solving Heat Diffusion Problems N. N. Sarker and M. A. Ketkar Department of Engineering Tehnology Prairie View A&M University Prairie View, TX 77446 Abstrat This paper
More information( ) ( ) Volumetric Properties of Pure Fluids, part 4. The generic cubic equation of state:
CE304, Spring 2004 Leture 6 Volumetri roperties of ure Fluids, part 4 The generi ubi equation of state: There are many possible equations of state (and many have been proposed) that have the same general
More informationMaximum Entropy and Exponential Families
Maximum Entropy and Exponential Families April 9, 209 Abstrat The goal of this note is to derive the exponential form of probability distribution from more basi onsiderations, in partiular Entropy. It
More informationLecture 3 - Lorentz Transformations
Leture - Lorentz Transformations A Puzzle... Example A ruler is positioned perpendiular to a wall. A stik of length L flies by at speed v. It travels in front of the ruler, so that it obsures part of the
More informationGeneral Equilibrium. What happens to cause a reaction to come to equilibrium?
General Equilibrium Chemial Equilibrium Most hemial reations that are enountered are reversible. In other words, they go fairly easily in either the forward or reverse diretions. The thing to remember
More informationWRAP-AROUND GUSSET PLATES
WRAP-AROUND GUSSET PLATES Where a horizontal brae is loated at a beam-to-olumn intersetion, the gusset plate must be ut out around the olumn as shown in Figure. These are alled wrap-around gusset plates.
More information1 sin 2 r = 1 n 2 sin 2 i
Physis 505 Fall 005 Homework Assignment #11 Solutions Textbook problems: Ch. 7: 7.3, 7.5, 7.8, 7.16 7.3 Two plane semi-infinite slabs of the same uniform, isotropi, nonpermeable, lossless dieletri with
More informationTENSOR FORM OF SPECIAL RELATIVITY
TENSOR FORM OF SPECIAL RELATIVITY We begin by realling that the fundamental priniple of Speial Relativity is that all physial laws must look the same to all inertial observers. This is easiest done by
More informationLecture 7: Sampling/Projections for Least-squares Approximation, Cont. 7 Sampling/Projections for Least-squares Approximation, Cont.
Stat60/CS94: Randomized Algorithms for Matries and Data Leture 7-09/5/013 Leture 7: Sampling/Projetions for Least-squares Approximation, Cont. Leturer: Mihael Mahoney Sribe: Mihael Mahoney Warning: these
More information23.1 Tuning controllers, in the large view Quoting from Section 16.7:
Lesson 23. Tuning a real ontroller - modeling, proess identifiation, fine tuning 23.0 Context We have learned to view proesses as dynami systems, taking are to identify their input, intermediate, and output
More informationRelativistic Dynamics
Chapter 7 Relativisti Dynamis 7.1 General Priniples of Dynamis 7.2 Relativisti Ation As stated in Setion A.2, all of dynamis is derived from the priniple of least ation. Thus it is our hore to find a suitable
More informationRelativistic Addition of Velocities *
OpenStax-CNX module: m42540 1 Relativisti Addition of Veloities * OpenStax This work is produed by OpenStax-CNX and liensed under the Creative Commons Attribution Liense 3.0 Abstrat Calulate relativisti
More informationMillennium Relativity Acceleration Composition. The Relativistic Relationship between Acceleration and Uniform Motion
Millennium Relativity Aeleration Composition he Relativisti Relationship between Aeleration and niform Motion Copyright 003 Joseph A. Rybzyk Abstrat he relativisti priniples developed throughout the six
More informationDr G. I. Ogilvie Lent Term 2005
Aretion Diss Mathematial Tripos, Part III Dr G. I. Ogilvie Lent Term 2005 1.4. Visous evolution of an aretion dis 1.4.1. Introdution The evolution of an aretion dis is regulated by two onservation laws:
More informationCanimals. borrowed, with thanks, from Malaspina University College/Kwantlen University College
Canimals borrowed, with thanks, from Malaspina University College/Kwantlen University College http://ommons.wikimedia.org/wiki/file:ursus_maritimus_steve_amstrup.jpg Purpose Investigate the rate of heat
More informationGeometry of Transformations of Random Variables
Geometry of Transformations of Random Variables Univariate distributions We are interested in the problem of finding the distribution of Y = h(x) when the transformation h is one-to-one so that there is
More informationWriting a VUMAT. Appendix 3. Overview
ABAQUS/Expliit: Advaned Topis Appendix 3 Writing a VUMAT ABAQUS/Expliit: Advaned Topis A3.2 Overview Introdution Motivation Steps Required in Writing a VUMAT Example: VUMAT for Kinemati Hardening Plastiity
More informationA Spatiotemporal Approach to Passive Sound Source Localization
A Spatiotemporal Approah Passive Sound Soure Loalization Pasi Pertilä, Mikko Parviainen, Teemu Korhonen and Ari Visa Institute of Signal Proessing Tampere University of Tehnology, P.O.Box 553, FIN-330,
More informationEE 321 Project Spring 2018
EE 21 Projet Spring 2018 This ourse projet is intended to be an individual effort projet. The student is required to omplete the work individually, without help from anyone else. (The student may, however,
More information). In accordance with the Lorentz transformations for the space-time coordinates of the same event, the space coordinates become
Relativity and quantum mehanis: Jorgensen 1 revisited 1. Introdution Bernhard Rothenstein, Politehnia University of Timisoara, Physis Department, Timisoara, Romania. brothenstein@gmail.om Abstrat. We first
More informationSimplify each expression. 1. 6t + 13t 19t 2. 5g + 34g 39g 3. 7k - 15k 8k 4. 2b b 11b n 2-7n 2 3n x 2 - x 2 7x 2
9-. Plan Objetives To desribe polynomials To add and subtrat polynomials Examples Degree of a Monomial Classifying Polynomials Adding Polynomials Subtrating Polynomials 9- What You ll Learn To desribe
More informationHankel Optimal Model Order Reduction 1
Massahusetts Institute of Tehnology Department of Eletrial Engineering and Computer Siene 6.245: MULTIVARIABLE CONTROL SYSTEMS by A. Megretski Hankel Optimal Model Order Redution 1 This leture overs both
More informationF = F x x + F y. y + F z
ECTION 6: etor Calulus MATH20411 You met vetors in the first year. etor alulus is essentially alulus on vetors. We will need to differentiate vetors and perform integrals involving vetors. In partiular,
More information15.12 Applications of Suffix Trees
248 Algorithms in Bioinformatis II, SoSe 07, ZBIT, D. Huson, May 14, 2007 15.12 Appliations of Suffix Trees 1. Searhing for exat patterns 2. Minimal unique substrings 3. Maximum unique mathes 4. Maximum
More informationSimplified Buckling Analysis of Skeletal Structures
Simplified Bukling Analysis of Skeletal Strutures B.A. Izzuddin 1 ABSRAC A simplified approah is proposed for bukling analysis of skeletal strutures, whih employs a rotational spring analogy for the formulation
More informationLikelihood-confidence intervals for quantiles in Extreme Value Distributions
Likelihood-onfidene intervals for quantiles in Extreme Value Distributions A. Bolívar, E. Díaz-Franés, J. Ortega, and E. Vilhis. Centro de Investigaión en Matemátias; A.P. 42, Guanajuato, Gto. 36; Méxio
More informationQUANTUM MECHANICS II PHYS 517. Solutions to Problem Set # 1
QUANTUM MECHANICS II PHYS 57 Solutions to Problem Set #. The hamiltonian for a lassial harmoni osillator an be written in many different forms, suh as use ω = k/m H = p m + kx H = P + Q hω a. Find a anonial
More informationFinal Review. A Puzzle... Special Relativity. Direction of the Force. Moving at the Speed of Light
Final Review A Puzzle... Diretion of the Fore A point harge q is loated a fixed height h above an infinite horizontal onduting plane. Another point harge q is loated a height z (with z > h) above the plane.
More informationMath 151 Introduction to Eigenvectors
Math 151 Introdution to Eigenvetors The motivating example we used to desrie matrixes was landsape hange and vegetation suession. We hose the simple example of Bare Soil (B), eing replaed y Grasses (G)
More informationAre You Ready? Ratios
Ratios Teahing Skill Objetive Write ratios. Review with students the definition of a ratio. Explain that a ratio an be used to ompare anything that an be assigned a number value. Provide the following
More informationMOLECULAR ORBITAL THEORY- PART I
5.6 Physial Chemistry Leture #24-25 MOLECULAR ORBITAL THEORY- PART I At this point, we have nearly ompleted our rash-ourse introdution to quantum mehanis and we re finally ready to deal with moleules.
More informationNonreversibility of Multiple Unicast Networks
Nonreversibility of Multiple Uniast Networks Randall Dougherty and Kenneth Zeger September 27, 2005 Abstrat We prove that for any finite direted ayli network, there exists a orresponding multiple uniast
More informationSection 7.1 The Pythagorean Theorem. Right Triangles
Setion 7. The Pythagorean Theorem It is better wither to be silent, or to say things of more value than silene. Sooner throw a pearl at hazard than an idle or useless word; and do not say a little in many
More information(a) We desribe physics as a sequence of events labelled by their space time coordinates: x µ = (x 0, x 1, x 2 x 3 ) = (c t, x) (12.
2 Relativity Postulates (a) All inertial observers have the same equations of motion and the same physial laws. Relativity explains how to translate the measurements and events aording to one inertial
More informationSupplementary Materials
Supplementary Materials Neural population partitioning and a onurrent brain-mahine interfae for sequential motor funtion Maryam M. Shanehi, Rollin C. Hu, Marissa Powers, Gregory W. Wornell, Emery N. Brown
More informationChapter 2: Solution of First order ODE
0 Chapter : Solution of irst order ODE Se. Separable Equations The differential equation of the form that is is alled separable if f = h g; In order to solve it perform the following steps: Rewrite the
More informationFig Review of Granta-gravel
0 Conlusion 0. Sope We have introdued the new ritial state onept among older onepts of lassial soil mehanis, but it would be wrong to leave any impression at the end of this book that the new onept merely
More informationTorsion. Torsion is a moment that twists/deforms a member about its longitudinal axis
Mehanis of Solids I Torsion Torsional loads on Cirular Shafts Torsion is a moment that twists/deforms a member about its longitudinal axis 1 Shearing Stresses due to Torque o Net of the internal shearing
More informationA Characterization of Wavelet Convergence in Sobolev Spaces
A Charaterization of Wavelet Convergene in Sobolev Spaes Mark A. Kon 1 oston University Louise Arakelian Raphael Howard University Dediated to Prof. Robert Carroll on the oasion of his 70th birthday. Abstrat
More informationSURFACE WAVES OF NON-RAYLEIGH TYPE
SURFACE WAVES OF NON-RAYLEIGH TYPE by SERGEY V. KUZNETSOV Institute for Problems in Mehanis Prosp. Vernadskogo, 0, Mosow, 75 Russia e-mail: sv@kuznetsov.msk.ru Abstrat. Existene of surfae waves of non-rayleigh
More informationGreen s function for the wave equation
Green s funtion for the wave equation Non-relativisti ase January 2019 1 The wave equations In the Lorentz Gauge, the wave equations for the potentials are (Notes 1 eqns 43 and 44): 1 2 A 2 2 2 A = µ 0
More informationarxiv:math/ v1 [math.ca] 27 Nov 2003
arxiv:math/011510v1 [math.ca] 27 Nov 200 Counting Integral Lamé Equations by Means of Dessins d Enfants Sander Dahmen November 27, 200 Abstrat We obtain an expliit formula for the number of Lamé equations
More informationCMSC 451: Lecture 9 Greedy Approximation: Set Cover Thursday, Sep 28, 2017
CMSC 451: Leture 9 Greedy Approximation: Set Cover Thursday, Sep 28, 2017 Reading: Chapt 11 of KT and Set 54 of DPV Set Cover: An important lass of optimization problems involves overing a ertain domain,
More informationMASSACHUSETTS MATHEMATICS LEAGUE CONTEST 3 DECEMBER 2013 ROUND 1 TRIG: RIGHT ANGLE PROBLEMS, LAWS OF SINES AND COSINES
CONTEST 3 DECEMBER 03 ROUND TRIG: RIGHT ANGLE PROBLEMS, LAWS OF SINES AND COSINES ANSWERS A) B) C) A) The sides of right ΔABC are, and 7, where < < 7. A is the larger aute angle. Compute the tan( A). B)
More informationA NETWORK SIMPLEX ALGORITHM FOR THE MINIMUM COST-BENEFIT NETWORK FLOW PROBLEM
NETWORK SIMPLEX LGORITHM FOR THE MINIMUM COST-BENEFIT NETWORK FLOW PROBLEM Cen Çalışan, Utah Valley University, 800 W. University Parway, Orem, UT 84058, 801-863-6487, en.alisan@uvu.edu BSTRCT The minimum
More informationV. Interacting Particles
V. Interating Partiles V.A The Cumulant Expansion The examples studied in the previous setion involve non-interating partiles. It is preisely the lak of interations that renders these problems exatly solvable.
More informationQuantum Mechanics: Wheeler: Physics 6210
Quantum Mehanis: Wheeler: Physis 60 Problems some modified from Sakurai, hapter. W. S..: The Pauli matries, σ i, are a triple of matries, σ, σ i = σ, σ, σ 3 given by σ = σ = σ 3 = i i Let stand for the
More informationSlenderness Effects for Concrete Columns in Sway Frame - Moment Magnification Method
Slenderness Effets for Conrete Columns in Sway Frame - Moment Magnifiation Method Slender Conrete Column Design in Sway Frame Buildings Evaluate slenderness effet for olumns in a sway frame multistory
More informationWhere as discussed previously we interpret solutions to this partial differential equation in the weak sense: b
Consider the pure initial value problem for a homogeneous system of onservation laws with no soure terms in one spae dimension: Where as disussed previously we interpret solutions to this partial differential
More informationProperties of Quarks
PHY04 Partile Physis 9 Dr C N Booth Properties of Quarks In the earlier part of this ourse, we have disussed three families of leptons but prinipally onentrated on one doublet of quarks, the u and d. We
More informationWood Design. = theoretical allowed buckling stress
Wood Design Notation: a = name for width dimension A = name for area A req d-adj = area required at allowable stress when shear is adjusted to inlude self weight b = width of a retangle = name for height
More informationWave Propagation through Random Media
Chapter 3. Wave Propagation through Random Media 3. Charateristis of Wave Behavior Sound propagation through random media is the entral part of this investigation. This hapter presents a frame of referene
More informationReview of Force, Stress, and Strain Tensors
Review of Fore, Stress, and Strain Tensors.1 The Fore Vetor Fores an be grouped into two broad ategories: surfae fores and body fores. Surfae fores are those that at over a surfae (as the name implies),
More informationOn the Quantum Theory of Radiation.
Physikalishe Zeitshrift, Band 18, Seite 121-128 1917) On the Quantum Theory of Radiation. Albert Einstein The formal similarity between the hromati distribution urve for thermal radiation and the Maxwell
More informationComplexity of Regularization RBF Networks
Complexity of Regularization RBF Networks Mark A Kon Department of Mathematis and Statistis Boston University Boston, MA 02215 mkon@buedu Leszek Plaskota Institute of Applied Mathematis University of Warsaw
More informationGeneration of EM waves
Generation of EM waves Susan Lea Spring 015 1 The Green s funtion In Lorentz gauge, we obtained the wave equation: A 4π J 1 The orresponding Green s funtion for the problem satisfies the simpler differential
More informationLecture 11 Buckling of Plates and Sections
Leture Bukling of lates and Setions rolem -: A simpl-supported retangular plate is sujeted to a uniaxial ompressive load N, as shown in the sketh elow. a 6 N N a) Calulate and ompare ukling oeffiients
More informationPerturbation Analyses for the Cholesky Factorization with Backward Rounding Errors
Perturbation Analyses for the holesky Fatorization with Bakward Rounding Errors Xiao-Wen hang Shool of omputer Siene, MGill University, Montreal, Quebe, anada, H3A A7 Abstrat. This paper gives perturbation
More informationAyan Kumar Bandyopadhyay
Charaterization of radiating apertures using Multiple Multipole Method And Modeling and Optimization of a Spiral Antenna for Ground Penetrating Radar Appliations Ayan Kumar Bandyopadhyay FET-IESK, Otto-von-Guerike-University,
More informationModule 5: Red Recedes, Blue Approaches. UNC-TFA H.S. Astronomy Collaboration, Copyright 2012
Objetives/Key Points Module 5: Red Reedes, Blue Approahes UNC-TFA H.S. Astronomy Collaboration, Copyright 2012 Students will be able to: 1. math the diretion of motion of a soure (approahing or reeding)
More informationElectromagnetic radiation of the travelling spin wave propagating in an antiferromagnetic plate. Exact solution.
arxiv:physis/99536v1 [physis.lass-ph] 15 May 1999 Eletromagneti radiation of the travelling spin wave propagating in an antiferromagneti plate. Exat solution. A.A.Zhmudsky November 19, 16 Abstrat The exat
More informationGeneral Closed-form Analytical Expressions of Air-gap Inductances for Surfacemounted Permanent Magnet and Induction Machines
General Closed-form Analytial Expressions of Air-gap Indutanes for Surfaemounted Permanent Magnet and Indution Mahines Ronghai Qu, Member, IEEE Eletroni & Photoni Systems Tehnologies General Eletri Company
More informationA multiscale description of failure in granular materials
A multisale desription of failure in granular materials Nejib Hadda, François Niot, Lu Sibille, Farhang Radjai, Antoinette Tordesillas et al. Citation: AIP Conf. Pro. 154, 585 (013); doi: 10.1063/1.4811999
More informationA.1. Member capacities A.2. Limit analysis A.2.1. Tributary weight.. 7. A.2.2. Calculations. 7. A.3. Direct design 13
APPENDIX A APPENDIX A Due to its extension, the dissertation ould not inlude all the alulations and graphi explanantions whih, being not essential, are neessary to omplete the researh. This appendix inludes
More informationLecture 15 (Nov. 1, 2017)
Leture 5 8.3 Quantum Theor I, Fall 07 74 Leture 5 (Nov., 07 5. Charged Partile in a Uniform Magneti Field Last time, we disussed the quantum mehanis of a harged partile moving in a uniform magneti field
More informationTo investigate the relationship between the work done to accelerate a trolley and the energy stored in the moving trolley.
SP2h.1 Aelerating trolleys Your teaher may wath to see if you an follow instrutions safely take areful measurements. Introdution The work done y a fore is a measure of the energy transferred when a fore
More informationDIGITAL DISTANCE RELAYING SCHEME FOR PARALLEL TRANSMISSION LINES DURING INTER-CIRCUIT FAULTS
CHAPTER 4 DIGITAL DISTANCE RELAYING SCHEME FOR PARALLEL TRANSMISSION LINES DURING INTER-CIRCUIT FAULTS 4.1 INTRODUCTION Around the world, environmental and ost onsiousness are foring utilities to install
More informationFour-dimensional equation of motion for viscous compressible substance with regard to the acceleration field, pressure field and dissipation field
Four-dimensional equation of motion for visous ompressible substane with regard to the aeleration field, pressure field and dissipation field Sergey G. Fedosin PO box 6488, Sviazeva str. -79, Perm, Russia
More informationGUIDED WAVE ENERGY DISTRIBUTION ANALYSIS IN INHOMOGENEOUS PLATES
GUDED WAVE ENERGY DSTRBUTON ANALYSS N NHOMOGENEOUS PLATES Krishnan Balasubramaniam and Yuyin Ji Department of Aerospae Engineering and Mehanis Mississippi State University, Mississippi State, MS 39762
More informationSlenderness Effects for Concrete Columns in Sway Frame - Moment Magnification Method
Slenderness Effets for Conrete Columns in Sway Frame - Moment Magnifiation Method Slender Conrete Column Design in Sway Frame Buildings Evaluate slenderness effet for olumns in a sway frame multistory
More informationThe Hanging Chain. John McCuan. January 19, 2006
The Hanging Chain John MCuan January 19, 2006 1 Introdution We onsider a hain of length L attahed to two points (a, u a and (b, u b in the plane. It is assumed that the hain hangs in the plane under a
More informationMath 220A - Fall 2002 Homework 8 Solutions
Math A - Fall Homework 8 Solutions 1. Consider u tt u = x R 3, t > u(x, ) = φ(x) u t (x, ) = ψ(x). Suppose φ, ψ are supported in the annular region a < x < b. (a) Find the time T 1 > suh that u(x, t) is
More informationThe coefficients a and b are expressed in terms of three other parameters. b = exp
T73S04 Session 34: elaxation & Elasti Follow-Up Last Update: 5/4/2015 elates to Knowledge & Skills items 1.22, 1.28, 1.29, 1.30, 1.31 Evaluation of relaxation: integration of forward reep and limitations
More informationGreen s function for the wave equation
Green s funtion for the wave equation Non relativisti ase 1 The wave equations In the Lorentz Gauge, the wave equations for the potentials in Lorentz Gauge Gaussian units are: r 2 A 1 2 A 2 t = 4π 2 j
More informationPhysics 6C. Special Relativity. Prepared by Vince Zaccone For Campus Learning Assistance Services at UCSB
Physis 6C Speial Relatiity Two Main Ideas The Postulates of Speial Relatiity Light traels at the same speed in all inertial referene frames. Laws of physis yield idential results in all inertial referene
More informationmax min z i i=1 x j k s.t. j=1 x j j:i T j
AM 221: Advaned Optimization Spring 2016 Prof. Yaron Singer Leture 22 April 18th 1 Overview In this leture, we will study the pipage rounding tehnique whih is a deterministi rounding proedure that an be
More informationEvaluation of effect of blade internal modes on sensitivity of Advanced LIGO
Evaluation of effet of blade internal modes on sensitivity of Advaned LIGO T0074-00-R Norna A Robertson 5 th Otober 00. Introdution The urrent model used to estimate the isolation ahieved by the quadruple
More informationThe Tetrahedron Quality Factors of CSDS
MAX PLANCK INSTITUT FÜR AERONOMIE D 37191 Katlenburg-Lindau, Federal Republi of Germany MPAE W 100 94 27 The Tetrahedron Quality Fators of CSDS PATRICK W. DALY 1994 June 7 This report available from http://www.mpae.gwdg.de/~daly/tetra.html
More informationComputer Science 786S - Statistical Methods in Natural Language Processing and Data Analysis Page 1
Computer Siene 786S - Statistial Methods in Natural Language Proessing and Data Analysis Page 1 Hypothesis Testing A statistial hypothesis is a statement about the nature of the distribution of a random
More informationName Solutions to Test 1 September 23, 2016
Name Solutions to Test 1 September 3, 016 This test onsists of three parts. Please note that in parts II and III, you an skip one question of those offered. Possibly useful formulas: F qequb x xvt E Evpx
More informationCalculation of Desorption Parameters for Mg/Si(111) System
e-journal of Surfae Siene and Nanotehnology 29 August 2009 e-j. Surf. Si. Nanoteh. Vol. 7 (2009) 816-820 Conferene - JSSS-8 - Calulation of Desorption Parameters for Mg/Si(111) System S. A. Dotsenko, N.
More informationPacking Plane Spanning Trees into a Point Set
Paking Plane Spanning Trees into a Point Set Ahmad Biniaz Alfredo Garía Abstrat Let P be a set of n points in the plane in general position. We show that at least n/3 plane spanning trees an be paked into
More information4 Puck s action plane fracture criteria
4 Puk s ation plane frature riteria 4. Fiber frature riteria Fiber frature is primarily aused by a stressing σ whih ats parallel to the fibers. For (σ, σ, τ )-ombinations the use of a simple maximum stress
More informationAn Adaptive Optimization Approach to Active Cancellation of Repeated Transient Vibration Disturbances
An aptive Optimization Approah to Ative Canellation of Repeated Transient Vibration Disturbanes David L. Bowen RH Lyon Corp / Aenteh, 33 Moulton St., Cambridge, MA 138, U.S.A., owen@lyonorp.om J. Gregory
More informationThe Lorenz Transform
The Lorenz Transform Flameno Chuk Keyser Part I The Einstein/Bergmann deriation of the Lorentz Transform I follow the deriation of the Lorentz Transform, following Peter S Bergmann in Introdution to the
More informationExperiment 03: Work and Energy
MASSACHUSETTS INSTITUTE OF TECHNOLOGY Physis Department Physis 8.01 Purpose of the Experiment: Experiment 03: Work and Energy In this experiment you allow a art to roll down an inlined ramp and run into
More informationarxiv: v2 [math.pr] 9 Dec 2016
Omnithermal Perfet Simulation for Multi-server Queues Stephen B. Connor 3th Deember 206 arxiv:60.0602v2 [math.pr] 9 De 206 Abstrat A number of perfet simulation algorithms for multi-server First Come First
More informationVelocity Addition in Space/Time David Barwacz 4/23/
Veloity Addition in Spae/Time 003 David arwaz 4/3/003 daveb@triton.net http://members.triton.net/daveb Abstrat Using the spae/time geometry developed in the previous paper ( Non-orthogonal Spae- Time geometry,
More informationThe Unified Geometrical Theory of Fields and Particles
Applied Mathematis, 014, 5, 347-351 Published Online February 014 (http://www.sirp.org/journal/am) http://dx.doi.org/10.436/am.014.53036 The Unified Geometrial Theory of Fields and Partiles Amagh Nduka
More informationEECS 120 Signals & Systems University of California, Berkeley: Fall 2005 Gastpar November 16, Solutions to Exam 2
EECS 0 Signals & Systems University of California, Berkeley: Fall 005 Gastpar November 6, 005 Solutions to Exam Last name First name SID You have hour and 45 minutes to omplete this exam. he exam is losed-book
More informationn n=1 (air) n 1 sin 2 r =
Physis 55 Fall 7 Homework Assignment #11 Solutions Textbook problems: Ch. 7: 7.3, 7.4, 7.6, 7.8 7.3 Two plane semi-infinite slabs of the same uniform, isotropi, nonpermeable, lossless dieletri with index
More informationSolving Right Triangles Using Trigonometry Examples
Solving Right Triangles Using Trigonometry Eamples 1. To solve a triangle means to find all the missing measures of the triangle. The trigonometri ratios an be used to solve a triangle. The ratio used
More informationDirectional Coupler. 4-port Network
Diretional Coupler 4-port Network 3 4 A diretional oupler is a 4-port network exhibiting: All ports mathed on the referene load (i.e. S =S =S 33 =S 44 =0) Two pair of ports unoupled (i.e. the orresponding
More informationUPPER-TRUNCATED POWER LAW DISTRIBUTIONS
Fratals, Vol. 9, No. (00) 09 World Sientifi Publishing Company UPPER-TRUNCATED POWER LAW DISTRIBUTIONS STEPHEN M. BURROUGHS and SARAH F. TEBBENS College of Marine Siene, University of South Florida, St.
More informationDefinitions. Pure Component Phase Diagram. Definitions (cont.) Class 16 Non-Ideal Gases
Sore 100% 90% 80% 70% 60% 50% 40% 30% 20% 10% 0% Average = 85% Exam 1 0 5 10 15 20 25 30 35 40 45 Rank Class 16 Non-Ideal Gases Definitions Critial emperature, ressure Vapor Gas Van der Waals EOS Other
More informationLesson 23: The Defining Equation of a Line
Student Outomes Students know that two equations in the form of ax + y = and a x + y = graph as the same line when a = = and at least one of a or is nonzero. a Students know that the graph of a linear
More informationradical symbol 1 Use a Calculator to Find Square Roots 2 Find Side Lengths
Page 1 of 5 10.1 Simplifying Square Roots Goal Simplify square roots. Key Words radial radiand Square roots are written with a radial symbol m. An epression written with a radial symbol is alled a radial
More informationTime and Energy, Inertia and Gravity
Time and Energy, Inertia and Gravity The Relationship between Time, Aeleration, and Veloity and its Affet on Energy, and the Relationship between Inertia and Gravity Copyright 00 Joseph A. Rybzyk Abstrat
More information