Heat Conduction Problem in a Thick Circular Plate and its Thermal Stresses due to Ramp Type Heating

Similar documents
Elastic-Plastic Deformation of a Rotating Solid Disk of Exponentially Varying Thickness and Exponentially Varying Density

Overview. Overview Page 1 of 8

MEEN 617 Handout #11 MODAL ANALYSIS OF MDOF Systems with VISCOUS DAMPING

STUDY OF THE STRESS-STRENGTH RELIABILITY AMONG THE PARAMETERS OF GENERALIZED INVERSE WEIBULL DISTRIBUTION

Development of a Simplified Theoretical Model for Dynamic Burst Time And Pressure of a Cylindrical Shell

Orthotropic Materials

Lecture 18: Kinetics of Phase Growth in a Two-component System: general kinetics analysis based on the dilute-solution approximation

Pressure Vessels Thin and Thick-Walled Stress Analysis

MECHANICS OF MATERIALS Poisson s Ratio

Lecture 17: Kinetics of Phase Growth in a Two-component System:

Two-Dimensional Transient Problem for a Thick Disc with Internal Heat Source

On Control Problem Described by Infinite System of First-Order Differential Equations

Pseudosteady-State Flow Relations for a Radial System from Department of Petroleum Engineering Course Notes (1997)

Lecture-V Stochastic Processes and the Basic Term-Structure Equation 1 Stochastic Processes Any variable whose value changes over time in an uncertain

Lecture 22 Electromagnetic Waves

ln y t 2 t c where c is an arbitrary real constant

Research Article Stress Analysis of Nonhomogeneous Rotating Disc with Arbitrarily Variable Thickness Using Finite Element Method

Fluid Flow and Heat Transfer Characteristics across an Internally Heated Finned Duct

Numerical solution of fuzzy differential equations by Milne s predictor-corrector method and the dependency problem

Chapter Finite Difference Method for Ordinary Differential Equations

Monochromatic Wave over One and Two Bars

Circular Motion. Radians. One revolution is equivalent to which is also equivalent to 2π radians. Therefore we can.

, on the power of the transmitter P t fed to it, and on the distance R between the antenna and the observation point as. r r t

Physics 101 Lecture 6 Circular Motion

NUMERICAL SIMULATION FOR NONLINEAR STATIC & DYNAMIC STRUCTURAL ANALYSIS

PHYS PRACTICE EXAM 2

Control Volume Derivation

ÖRNEK 1: THE LINEAR IMPULSE-MOMENTUM RELATION Calculate the linear momentum of a particle of mass m=10 kg which has a. kg m s

Chapter 7. Interference

7 Wave Equation in Higher Dimensions

EFFECT OF PERMISSIBLE DELAY ON TWO-WAREHOUSE INVENTORY MODEL FOR DETERIORATING ITEMS WITH SHORTAGES

ENGI 4430 Advanced Calculus for Engineering Faculty of Engineering and Applied Science Problem Set 9 Solutions [Theorems of Gauss and Stokes]

Stress Analysis of Infinite Plate with Elliptical Hole


Chapter 3 Optical Systems with Annular Pupils

Problem Set 5: Universal Law of Gravitation; Circular Planetary Orbits

PRESSURE DRAWDOWN EQUATIONS FOR MULTIPLE-WELL SYSTEMS IN CIRCULAR-CYLINDRICAL RESERVOIRS

A Numerical Hydration Model of Portland Cement

Turbulent buoyant confined jet with variable source temperature

KINEMATICS OF RIGID BODIES

ME 304 FLUID MECHANICS II

Design Guideline for Buried Hume Pipe Subject to Coupling Forces

Combinatorial Approach to M/M/1 Queues. Using Hypergeometric Functions

Efficient experimental detection of milling stability boundary and the optimal axial immersion for helical mills

An Open cycle and Closed cycle Gas Turbine Engines. Methods to improve the performance of simple gas turbine plants

12th WSEAS Int. Conf. on APPLIED MATHEMATICS, Cairo, Egypt, December 29-31,

Effect of Wall Absorption on dispersion of a solute in a Herschel Bulkley Fluid through an annulus

The Production of Polarization

Physics 111 Lecture 5 Circular Motion

Heat transfer between shell and rigid body through the thin heat-conducting layer taking into account mechanical contact

The sudden release of a large amount of energy E into a background fluid of density

The Quantum Theory of Atoms and Molecules: The Schrodinger equation. Hilary Term 2008 Dr Grant Ritchie

Two-dimensional Effects on the CSR Interaction Forces for an Energy-Chirped Bunch. Rui Li, J. Bisognano, R. Legg, and R. Bosch

( ) exp i ω b ( ) [ III-1 ] exp( i ω ab. exp( i ω ba

A 1. EN2210: Continuum Mechanics. Homework 7: Fluid Mechanics Solutions

Comprehensive Code Verification Techniques for Finite Volume CFD Codes

Modelling Hydromechanical Dilation Geomaterial Cavitation and Localization

r r r r r EE334 Electromagnetic Theory I Todd Kaiser

AN EVOLUTIONARY APPROACH FOR SOLVING DIFFERENTIAL EQUATIONS

Research on the Algorithm of Evaluating and Analyzing Stationary Operational Availability Based on Mission Requirement

Unsteady Transient Couette and Poiseuille Flow Under The effect Of Magneto-hydrodynamics and Temperature

Research Article Unsteady Helical Flows of a Size-Dependent Couple-Stress Fluid

Chapter Introduction to Finite Element Methods

A dual-reciprocity boundary element method for axisymmetric thermoelastodynamic deformations in functionally graded solids

CONSIDERATIONS REGARDING THE OPTIMUM DESIGN OF PRESTRESSED ELEMENTS

Wall. x(t) f(t) x(t = 0) = x 0, t=0. which describes the motion of the mass in absence of any external forcing.

ELASTIC ANALYSIS OF CIRCULAR SANDWICH PLATES WITH FGM FACE-SHEETS

$ i. !((( dv vol. Physics 8.02 Quiz One Equations Fall q 1 q 2 r 2 C = 2 C! V 2 = Q 2 2C F = 4!" or. r ˆ = points from source q to observer

Determination of Stresses in Drying Wood by Means of a Viscoelastic Relaxation Model

Lecture 5. Chapter 3. Electromagnetic Theory, Photons, and Light

The Method of Images in Velocity-Dependent Systems

156 There are 9 books stacked on a shelf. The thickness of each book is either 1 inch or 2

KINGS UNIT- I LAPLACE TRANSFORMS

Physics 4A Chapter 8: Dynamics II Motion in a Plane


7.2.1 Basic relations for Torsion of Circular Members

Computer Propagation Analysis Tools

General Non-Arbitrage Model. I. Partial Differential Equation for Pricing A. Traded Underlying Security

POSITIVE SOLUTIONS WITH SPECIFIC ASYMPTOTIC BEHAVIOR FOR A POLYHARMONIC PROBLEM ON R n. Abdelwaheb Dhifli

On The Estimation of Two Missing Values in Randomized Complete Block Designs

CHEMISTRY 047 STUDY PACKAGE

THE LAPLACE EQUATION. The Laplace (or potential) equation is the equation. u = 0. = 2 x 2. x y 2 in R 2

6.4 Period and Frequency for Uniform Circular Motion

ME 425: Aerodynamics

Application of De-Laval Nozzle Transonic Flow Field Computation Approaches

Synchronization of Fractional Chaotic Systems via Fractional-Order Adaptive Controller

An Automatic Door Sensor Using Image Processing

2. Plane Elasticity Problems

Structural Dynamics and Earthquake Engineering

ME 391 Mechanical Engineering Analysis

Physics 2001/2051 Moments of Inertia Experiment 1

Propagation of Torsional Surface Waves. in Heterogeneous Half-Space. with Irregular Free Surface

FINITE DIFFERENCE APPROACH TO WAVE GUIDE MODES COMPUTATION

Damage Assessment in Composites using Fiber Bragg Grating Sensors. Mohanraj Prabhugoud

Fullwave Analysis of Thickness and Conductivity Effects in Coupled Multilayered Hybrid and Monolithic Circuits

An Exact Solution of Navier Stokes Equation

On the Semi-Discrete Davey-Stewartson System with Self-Consistent Sources

Motion in Two Dimensions

Stochastic Analysis of a Single Unit with a Protective Unit Discrete Parametric Markov Chain System Model

Potential Energy and Conservation of Energy

Transcription:

ISSN(Online): 319-8753 ISSN (Pin): 347-671 Inenaional Jounal of Innovaive Reseac in Science, Engineeing and Tecnology (An ISO 397: 7 Ceified Oganiaion) Vol 4, Issue 1, Decembe 15 Hea Concion Poblem in a Tick Cicula Plae and is Temal Sesses e o Ramp Type Heaing Isaque A Kan 1, M H Duge, Lalsing Kalsa 3 1,3 M G College, Amoi, Dis Gadcioli (MS), India ANC, Waoa, Dis Candapu (MS), India ABSTRACT: Tis pape deal wi e sudy of unseady sae emal sesses in a ick cicula plae subjeced o abiay ea supply a uppe suface of e ick cicula plae wile e lowe suface and cicula bounday of e ick cicula plae insulaed e iniially empeaue of ick cicula plae is kep a eo degee empeaue e govening ea concion equaion is solved by using inegal ansfom ecnique and e esul illusaed gapically wi e elp of special case KEYWORDS: Quasi-saic, Tansien, Temoelasic poblem, Temal Sesses, Axisymmeic Temal Sesses I INTRODUCTION Recenly Rui e al (5) [7] did emoelasic analysis of ick walled finie leng cylindes of funcionally gaded maeials and obained e esuls fo sess, sain and displacemen componens oug e ickness and along e leng ae pesened e o unifom inenal pessue and emal loading Nowacki (1957) [5] as deemined seadysae emal sesses in cicula plae subjeced o an axisymmeic empeaue disibuion on e uppe face wi eo empeaue on e lowe face and e cicula edge Roy Couday (197) (1973) [8] and Wankede (198) [11] deemined Quasi saic emal sesses in in cicula plae Gogulwa and Desmuk (5) [] deemined emal sesses in in cicula plae wi ea souces Also Tike and Desmuk (5) [1] sudied ansien emoelasic defomaion in a in cicula plae, weeas Qian & Baa (4) [6] sudied ansien emoelasic defomaion of ick funcionally ick plae unde laeal loads and obained e esuls fo adial and axial displacemens and empeaue cange moeove Sama e al (4) [9] sudied e beavio of emoelasic ick plae unde laeal loads and obained e esuls fo adial and axial displacemens and empeaue cange ave been compued numeically and illusaed gapically fo diffeen eoies of genealied emoelasiciy Also Nasse M EI- Magay (4) (5) [3] solved wo-diamensional poblems of ick plae wi ea souces in genealied emoelasiciy VS Kulkani, KC Desmuk e al [1] consideed a ick annula disc wic is subjeced o a ansien axisymmeic empeaue field on e adial and axial diecions of e cylindical coodinae sysem and deemined e expession fo empeaue, displacemen and sess funcions e o abiay ea flux on e uppe and lowe suface In is pape we conside Quasi-saic emal sesses in ick cicula plae e o amp ype eaing Sudied by Desmuk KC and Kulkani VS and discuss e emal sesses Tis pape deal wi e sudy of unseady sae emal sesses in a ick cicula plae subjeced o asymmeic abiay ea supply a uppe suface of e ick cicula plae wile e lowe suface ( / ) and cicula bounday of e ick cicula plae insulaed e iniially empeaue of ick cicula plae is kep a eo degee empeaue e govening ea concion equaion is solved by using inegal ansfom ecnique and e esul in illusaed gapically wi e elp of special case Copyig o IJIRSET DOI:11568/IJIRSET154155 1576

ISSN(Online): 319-8753 ISSN (Pin): 347-671 Inenaional Jounal of Innovaive Reseac in Science, Engineeing and Tecnology (An ISO 397: 7 Ceified Oganiaion) Vol 4, Issue 1, Decembe 15 II STATEMENT OF THE PROBLEM Conside a ick cicula plae of adius a and ickness occupying space D defined by a, / / e plae is kep a eo iniial empeaue e cicula egion D1 : b a of uppe suface ( / ) subjeced o empeaue disibuion as follows T [ T(,, )] [ H( b) H( a)] fo T[ H ( b) H ( a)] fo wee H(-b) is e Heaviside funcion Te lowe suface ( / ) and e cicula edge ( a) ae emally insulaed Assume e cicula bounday of e ick cicula plae is fee fom acion unde eses moe ealisic pescibed condiion e quasi-saic emal sesses in a ick clamped cicula plae ae equied o be deemined Hea Condiion Equaion: Te empeaue of e plae a ime saisfies e Hea Condiion equaion T 1T T 1 T k (1) wi e condiion T T f ( ) fo T f () T fo a b a () T a b a (3) T a a (4) and iniial condiions T = a = (5) wee k is emal diffusiviy of e maeial of e plae and f() = [H(-b) H ( a)] Displacemen Poenial and Temal Sesses: Te diffeenial equaion and govening e displacemen poenial funcion (,, ) 1 k (6) wee k is esain coefficien and empeaue cange = T T i, T i is e iniial empeaue e displacemen poenial funcion is known as Goodie s emoelasic displacemen poenial e displacemen funcion in e cylindical coodinae sysem ae epesened by Micell s funcion M U (7) e Micell s funcion M mus saisfy wee M U 1 v M (8) M (9) 1 (1) e Componen sesses ae epesened by emoelasic displacemen poenial an Micell s funcion M as Copyig o IJIRSET DOI:11568/IJIRSET154155 1577

ISSN(Online): 319-8753 ISSN (Pin): 347-671 Inenaional Jounal of Innovaive Reseac in Science, Engineeing and Tecnology (An ISO 397: 7 Ceified Oganiaion) Vol 4, Issue 1, Decembe 15 and M G k v M (11) 1 1M G k v (1) M G k v M (13) M G k 1 v M (14) wee G and ae sea molus and Poisson s aion ecepiviy Fo acion fee suface sess funcion a a e equaion (1) o (15) Consiue maemaical fomulaion of e poblem (15) III SOLUTION OF THE PROBLEM Taking e Laplace ansfomaion of e equaion (1) o (4) w and using (5) one obains, T 1 T T P T k (16) wi e condiion p T 1 e T f () a b a P (17) T a, b a (18) and T a a (19) p is Laplace ansfom paamee Now Assume T Am J m Cos m m1 () wee Jn (x) in e Bessel funcion of e fis kind of ode n and 1 ae e oos of e equaion J 1 ( n a) = (1) Subsiue equaion () in equaion (16) one obain P m m n 1 k () Now e equaion (17) in equaion () Copyig o IJIRSET DOI:11568/IJIRSET154155 1578

ISSN(Online): 319-8753 ISSN (Pin): 347-671 Inenaional Jounal of Innovaive Reseac in Science, Engineeing and Tecnology (An ISO 397: 7 Ceified Oganiaion) Vol 4, Issue 1, Decembe 15 p T 1 e f ( ) A m J m Cos[ m] P m1 Muliplying e above equaion J ( m ) on bo sides and inegaion fom o a a p a T 1 e f () J md Am J mcosmd P 1 b a f ( ) H bh a a and a a J m d J ma one obain bt A m p m 1 J1 b e a m1m J ma p Cosm (3) Using equaion () and (3) in e equaion () one obain T,, p P p Cos m 1 e bt Jm J1mb k a m1 m J ma P P Cos m k (4) Hence e empeaue disibuion funcion is given by n 1Cos n 1 ( ) bt J m J1 mb T n 1 a mjma Sin n 1 m 1 k n1 m u uh u u H u e (5) Since e iniial empeaue of e plae Ti = e empeaue cange Ti T (6) Micell s funcion M Suiable fom of M saisfying (1) is given by bt k J m J1 mb M a J a m 1 m m n1 H mn Sin m Rmn m Cos m (7) H mn and R mn ae abiay consans Goodies Temoelasic Displacemen Funcion Assuming displacemen funcion (,,) wic saisfies (6) as Copyig o IJIRSET DOI:11568/IJIRSET154155 1579

ISSN(Online): 319-8753 ISSN (Pin): 347-671 Inenaional Jounal of Innovaive Reseac in Science, Engineeing and Tecnology (An ISO 397: 7 Ceified Oganiaion) Vol 4, Issue 1, Decembe 15 Cos n 1 kbt Jm J1mb n 1 (,, ) a m 1 mj ma n 1 Sin n 1 n1 m 4 n1 k n ( u) 4 uh u u H u e (8) Displacemen and Temal Sesses Using e equaion (5), (6), (7) and (8) in e equaion (7), (8) and as (11) o (14) one obain e expession fo displacemen and sesses especively kbt J1m J1mb U a m1 mj ma U n1 m Cos n 1 n 1 n 1 n Sin n 1 4 uh u u H u e k n m d u 4 1 m Hmn Cos m m Rmn Cos m m sin n (9) J J kbt 1 m 1 m a m1 mj ma n1 Sin n 1 n 1 n 1 m Sin n 1 4 k n1 m u) 4 uh u u H u e m Hmn Sin m m Rmn 1 vsin m m Cos m (3) Copyig o IJIRSET DOI:11568/IJIRSET154155 158

ISSN(Online): 319-8753 ISSN (Pin): 347-671 Inenaional Jounal of Innovaive Reseac in Science, Engineeing and Tecnology (An ISO 397: 7 Ceified Oganiaion) Vol 4, Issue 1, Decembe 15 m1 m m n1 1 1 m m mj m 4GkbT J b J a J a Cos n 1 n 1 n 1 Sin n 1 m 4 k n1 m u 4 u H u u H u e Cos n 1 n 1 J m Sin n 1 n1 m u u H u u H u e J 1m m Hmn m J m Cos m J 1m m Rmn mj m Cos m m Sin m v J mm Cos m (31) 1 m m1 m m n1 4GkbT J b a J a Cos n 1 n 1 J1m n 1 m Sin n 1 4 k n1 m u 4 u H u u H u e Cos n n J m Sin n 1 1 1 k n1 m u u H u u H u e Copyig o IJIRSET DOI:11568/IJIRSET154155 1581

ISSN(Online): 319-8753 ISSN (Pin): 347-671 Inenaional Jounal of Innovaive Reseac in Science, Engineeing and Tecnology (An ISO 397: 7 Ceified Oganiaion) Vol 4, Issue 1, Decembe 15 1m J m Hmn Cos m m Rmn v mj mcos m Z J1m mj1m Cos m Sin m (3) 4GkbT J m J1 mb a m1 mj ma n1 3 3 Cos n 1 ( n 1 (n 1) m Sin n 1 4 k n1 m u u H u u H u e Cos n 1 n 1 Sin n 1 k n1 m u u H u u H u e 3 3 m Hmn Cos m m Rmn 1 vcos m m Sin m (33) 4GkbT J1 m J1 mb a m1 mj ma n1 m Sin n 1 n 1 n 1 m Sin n 1 4 n1 km u 4 u H u u H u e 3 m Hmn Sin m 3 mrmn 4 vsin m m Cos m (34) Copyig o IJIRSET DOI:11568/IJIRSET154155 158

ISSN(Online): 319-8753 ISSN (Pin): 347-671 Inenaional Jounal of Innovaive Reseac in Science, Engineeing and Tecnology (An ISO 397: 7 Ceified Oganiaion) Vol 4, Issue 1, Decembe 15 Deeminaion of Unknown Abiay funcion H mn and R mn In ode o saisfy e condiion (15) and solving e equaion (31) and (34) one obain 1 Hmn 3 mcos m Cos n 1 n 1 Cosn 1 n 1 Sin n 1 Sin n 1 m 4 Rmn k n1 m 4 u H u u H u e (35) (36) IV NUMERICAL RESULTS, DISCUSSION AND REMARKS Te numeical calculaion ave been caied ou fo seel (SN 5C) plae wi paamees a = 1m, b=a/=5, =1m, =/Temal diffusiviy k=159x1-6(m s-1) wi 1 = 38317, = 7156, 3 = 11735, 4 = 13337, 5 = 1647, 6 = 196159, 7 = 761, 8 = 5937, 9 = 9468, 1 = 318 ae e oos of anscendenal equaion J 1 ( n a) = In ode o examine e influence of amp-ype eaing on e uppe suface on ick cicula plae, one pefomed e numeical = -5,, 5, 5 Numeical vaiaions in adial diecions ae sown in e figues wi e elp of compue pogamme V CONCLUSION In is cape, a ick cicula plae is consideed and deemined e expessions fo empeaue, displacemen and sess funcion e o amp-ype eaing on e uppe suface as a special case maemaical model is consuced fo f ( ) [ H( 5) H( 1)] and pefomed numeical calculaions Te emoelasic beavio is examined suc as empeaue, displacemen and sesses In figue 1 : Fo = Tempeaue is gaally is decease and inceases and en suddenly dop ill = 7 and again incease ill = 8 afe an mainain same saus ill 1 Fo = 5 Tempeaue is negaive and gaally inceases fom = o = 65 afe a i again incease and as a value posiive fom = 65 o 1 Fo = 5 Tempeaue is negaive fom = o = 65 wi damping naue Afe a i will become posiive damping saus ill = 1 In figue : Goodie poenial funcion gaally inceases fom = o = 1 Fo = 5 o 5 Te displacemen funcion is e gaally deceases inceases in adius of e ick cicula plae In figue 3 : Fo = e adial displacemen U deceases fom = o = 5 and en i incease ill = 1 Fo = 5 o = 5 Te adial displacemen U gaally incease fom = o = 5 and e deceases o = 1 Te adial displacemen U as maximum value a = 5 In figue 4 : Fo = e axial displacemen U is consan ougou e cicula plae Te axial displacemen U is inceases fom = o = 3 In figue 5 : Fo = e sess funcion is deceases fom = o = 1 Fo = 5 o = 5 e sess funcion is inceases fom = o = 1 In figue 6 : Fo = e sess funcion gaally inceases fom = o = 1 Copyig o IJIRSET DOI:11568/IJIRSET154155 1583

ISSN(Online): 319-8753 ISSN (Pin): 347-671 Inenaional Jounal of Innovaive Reseac in Science, Engineeing and Tecnology (An ISO 397: 7 Ceified Oganiaion) Vol 4, Issue 1, Decembe 15 5E+15 4E+15 T 3E+15 E+15 1E+15 E+ = -1E+15 = - 4 6 8 1 -E+155, 5-3E+15= -4E+155 In Figue 1 Tempeaue T vesus fo diffeen values of a = - 5, 5 (Seel SN5C) Tempeaue of e cicula plae vaies wi e adius and ickness of e cicula plae 8E+8 6E+8 4E+8 E+8 E+ -E+8-4E+8-6E+8-8E+8-1E+9 = 5= -5, 5 = 4 6 8 1 In Figue Displacemen funcion vesus fo diffeen values of a = - 5, 5 (Seel SN5C) Te displacemen funcion as e maximum displacemen a e op of e cicula plae I is vay wi e ickness and adius of e cicula plae 3E+9 E+9 U 1E+9 E+ -1E+9 -E+9-3E+9-4E+9 = 5 = -5, 5 4 6 8 1 = In Figue 3 Radial Displacemen U vesus fo diffeen values of a = - 5, 5 (Seel SN5C) Te adial displacemen is diecly vaies wi e ickness and adius of e cicula plae Copyig o IJIRSET DOI:11568/IJIRSET154155 1584

ISSN(Online): 319-8753 ISSN (Pin): 347-671 Inenaional Jounal of Innovaive Reseac in Science, Engineeing and Tecnology (An ISO 397: 7 Ceified Oganiaion) Vol 4, Issue 1, Decembe 15 15E+4 U 1E+4 5E+3 E+ = -5E+3 4 6 8 1-1E+4-15E+4 -E+4 = - -5E+4 = 5 5 In Figue 4 Axial Displacemen U vesus fo diffeen values of a = - 5, 5 (Seel SN5C) Te axial displacemen is vay wi e ickness and adius of cicula plae and as consan value a = as well as =1 = 5 3E+ E+ 1E+ = E+ -1E+ = - 4 6 8 1 5, 5 -E+ =5 In Figue 5 Sess Funcion vesus fo diffeen values of a = - 5, 5 (Seel SN5C) (=, 4 1) Te sess funcion is decease a eo wi e ickness weeas a =1 i will incease wi ickness of e cicula plae 3E+ E+ 1E+ = E+ -1E+ = - 4 6 8 1 5, 5 -E+ = 5 In Figue 6 Sess Funcion vesus fo diffeen values of a = - 5, 5 (Seel SN5C) Te sess funcion deceases a e cene of e cicula plae wee as i will incease wi adius and ickness of e cicula plae Copyig o IJIRSET DOI:11568/IJIRSET154155 1585

ISSN(Online): 319-8753 ISSN (Pin): 347-671 Inenaional Jounal of Innovaive Reseac in Science, Engineeing and Tecnology (An ISO 397: 7 Ceified Oganiaion) Vol 4, Issue 1, Decembe 15 REFERENCES [1] A K Tike, K C Desmuk, Tansien emoelasic defomaion in a in cicula plae J Adv Ma Sci Appl 15 (1) (5) [] Gogulwa V S and Desmuk K C, Temal sesses in a in cicula plae wi ea souces, Jounal of Indian Academy of Maemaics, Vol 7, No 1, 5 [3] Nasse M, El-Magaby, Two dimensional poblem wi ea souces in genealied emoelasiciy wi ea souce, Jounal of Temal sesses, Vol 7, pp 7-39, 4 [4] N Noda, F Asida, T Tusuji, An invese ansien emoelasic poblem of a ansvesely isoopic body J Applied Mec (Tans ASME Se E) 56 (4) (1998) 791-797 [5] Nowacki W, Te sae of sesses in a ick cicula plae e o empeaue field, Bull Acad Polon, Sci, Sc Scl Tec, Vol5, pp 7, 1957 [6] Qian L F, and Baa R C, Tansien emoelasic defomaion of a ick funcionally gaded plae J Tem Sesses, 7(4), pp 75-74 [7] Rui M, Angosaai A and Nagdabadi R, Temoelasic analysis of ick walled finie leng cylindes of funcionally gaded maeial, Jounal of Temal Sesses, Vol 8, pp 391-48, 5 [8] Roy Couday S K, A noe of quasi saic sess in a in cicula plae e o ansien empeaue applied along e cicumfeence of a cicle ove e uppe face, Bull Aca Polon Sci, Se, Scl, Tec, -1,197 [9] Sama J N Sama P K and Sama R L, Beavio of emoelasic ick plae unde laeal loads, Jounal of emal sesses, Vol 7, pp 171-191, 4 [1] V S Kulkani, K C Desmuk Sadana, Vol 3, Pa5, pp 561-575 (7) [11] Wankede PC, On e Quasi saic emal sesses in a cicula plae, Indian Jounal of Pue and Applied Maemaics, Vol 13(11), pp 173-177, Nov 198 Copyig o IJIRSET DOI:11568/IJIRSET154155 1586