IOSR Journal of Engineering (IOSRJEN) ISSN (e): 2250-3021, ISSN (p): 2278-8719 Vol. 04, Issue 05 (May. 2014), ||V2|| PP 51-59

www.iosrjen.org

Heat Transfer and Thermal Stress Analysis of Circular Plate Due to Radiation Using FEM Shubha Verma1 and V. S. Kulkarni2 1. 2.

Department of Mathematics, Ballarpur Institute of Technology, Ballarpur-442701, Maharashtra, India. PG Department of Mathematics, University of Mumbai, Mumbai-400098, Maharashtra, India.

Abstract: - The present paper deals with determination of transient heat transfer and thermal stresses analysis in a circular plate due to radiation. The radiation effect has been calculated by using Steffanâ&#x20AC;&#x2122;s Boltmann law. The upper surface of circular plate is subjected to radiation, whereas lower surface is at constant temperature đ?&#x2018;&#x2021;đ?&#x2018;&#x153; and circular surface is thermally insulated. The initial temperature of circular plate is kept at đ?&#x2018;&#x2021;đ?&#x2018;&#x2013; . The governing 2-D heat conduction equation has been solved by using finite element method. The results for temperature distribution, displacement and thermal stresses have been computed numerically, illustrated graphically and interpreted technically. Keywords: - Heat transfer analysis, Finite element method, Finite difference method, Thermal stresses analysis.

I.

INTRODUCTION

International organization of Scientific Research

51 | P a g e

Heat Transfer And Thermal Stress Analysis Of Circular Plate Due To Radiation Using Fem II.

MATHEMATICAL FORMULATION OF THE PROBLEM z=h

đ?&#x153;&#x2022;đ?&#x2018;&#x2021; đ?&#x153;&#x2022;đ?&#x2018;&#x;

=0

insulated suface

z = -h Figure 1: Geometry showing circular plate due to radiation Differential Equation Figure 1 shows the schematic sketch of a circular plate occupying space D defined as đ??ˇ: 0 â&#x2030;¤ đ?&#x2018;&#x; â&#x2030;¤ đ?&#x2018;&#x17D;, â&#x2C6;&#x2019;â&#x201E;&#x17D; â&#x2030;¤ đ?&#x2018;§ â&#x2030;¤ â&#x201E;&#x17D;. Initially the circular plate is at arbitrary temperature đ?&#x2018;&#x2021;đ?&#x2018;&#x2013;. The upper surface of circular plate is subjected to radiation, whereas lower surface is at constant temperature đ?&#x2018;&#x2021;đ?&#x2018;&#x153; and circular surface is thermally insulated. The governing axisymetric differential equation is given as đ?&#x153;&#x2022; 2đ?&#x2018;&#x2021;

1 đ?&#x153;&#x2022;đ?&#x2018;&#x2021;

đ?&#x153;&#x2022; 2đ?&#x2018;&#x2021;

đ?&#x153;&#x2022;đ?&#x2018;&#x2021;

đ?&#x2018;&#x2DC; + + 2 = đ?&#x2018;?đ?&#x153;&#x152; đ?&#x153;&#x2022;đ?&#x2018;&#x; 2 đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;Ą where đ?&#x153;&#x152; is the density of the solid, c is the specific heat, and k is the thermal conductivity.

(2.1)

Boundary condition The boundary conditions on the circular plate under radiation effect are as follows: đ?&#x153;&#x2022;đ?&#x2018;&#x2021;

=0

đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;&#x2021;

đ?&#x2018;&#x17D;đ?&#x2018;Ą đ?&#x2018;&#x; = đ?&#x2018;&#x17D;, đ?&#x2018;Ą > 0

đ?&#x2018;&#x2DC; đ?&#x153;&#x2022;đ?&#x2018;§ = đ?&#x153;?đ??š đ?&#x2018;&#x2021; 4 â&#x2C6;&#x2019; đ?&#x2018;&#x2021;â&#x2C6;&#x17E;4

(2.2)

đ?&#x2018;&#x17D;đ?&#x2018;Ą đ?&#x2018;§ = â&#x201E;&#x17D; , đ?&#x2018;Ą > 0

(2.3)

đ?&#x2018;&#x2021; đ?&#x2018;&#x;, đ?&#x2018;§, đ?&#x2018;Ą = đ?&#x2018;&#x2021;đ?&#x2018;&#x153; đ?&#x2018;&#x17D;đ?&#x2018;Ą đ?&#x2018;§ = â&#x2C6;&#x2019;â&#x201E;&#x17D;, đ?&#x2018;Ą > 0 (2.4) đ?&#x2018;&#x2021; đ?&#x2018;&#x;, đ?&#x2018;§, đ?&#x2018;Ą = đ?&#x2018;&#x2021;đ?&#x2018;&#x2013; đ?&#x2018;&#x17D;đ?&#x2018;Ą đ?&#x2018;Ą = 0, 0 â&#x2030;¤ đ?&#x2018;&#x; â&#x2030;¤ đ?&#x2018;&#x17D;, â&#x2C6;&#x2019;â&#x201E;&#x17D; â&#x2030;¤ đ?&#x2018;§ â&#x2030;¤ â&#x201E;&#x17D; (2.5) where đ?&#x2018;&#x2021;â&#x2C6;&#x17E; is the temperature of the surrounding media, đ?&#x2018;&#x2021;0 is the constant temperature, and đ?&#x2018;&#x2021;đ?&#x2018;&#x2013; is the initial temperature of the circular plate.

III.

GALERKIN FINITE ELEMENT FORMULATION

On developing a finite element approach for two dimensional isotropic circular plate, following the David Hutton [4], one assumes two dimensional element having M nodes such that the temperature distribution in the element is described by đ?&#x2018;&#x2021; đ?&#x2018;&#x2021; đ?&#x2018;&#x;, đ?&#x2018;§, đ?&#x2018;Ą = đ?&#x2018;&#x20AC; đ?&#x2018;&#x2021; (3.1) đ?&#x2018;&#x2013;=1 đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, đ?&#x2018;§ đ?&#x2018;&#x2021;đ?&#x2018;&#x2013; đ?&#x2018;Ą = đ?&#x2018; where đ?&#x2018; đ?&#x2018;&#x2013; (đ?&#x2018;&#x;, đ?&#x2018;§) is the interpolation or shape function associated with nodal temperature đ?&#x2018;&#x2021;đ?&#x2018;&#x2013; , đ?&#x2018; is the row matrix of interpolation functions, and đ?&#x2018;&#x2021; is the column matrix (vector) of nodal temperatures. Applying Galerkinâ&#x20AC;&#x2122;s finite element method, the residual equations corresponding to equation (2.1) for all đ?&#x2018;&#x2013; = 1, 2, â&#x20AC;Ś â&#x20AC;Ś â&#x20AC;Ś đ?&#x2018;&#x20AC; are đ?&#x153;&#x2022; 2 đ?&#x2018;&#x2021; 1 đ?&#x153;&#x2022;đ?&#x2018;&#x2021; đ?&#x153;&#x2022; 2 đ?&#x2018;&#x2021; đ?&#x153;&#x2022;đ?&#x2018;&#x2021; đ?&#x2018; đ?&#x2018;&#x2013; (đ?&#x2018;&#x;, đ?&#x2018;§) đ?&#x2018;&#x2DC; + + 2 â&#x2C6;&#x2019; đ?&#x2018;?đ?&#x153;&#x152; đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;§đ?&#x2018;&#x2018;đ?&#x153;&#x192; = 0 2 đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;Ą For the axisymmetric case the integrand is independent of the co-ordinate Î¸, so the above equation becomes đ?&#x153;&#x2022; 2 đ?&#x2018;&#x2021; 1 đ?&#x153;&#x2022;đ?&#x2018;&#x2021; đ?&#x153;&#x2022; 2 đ?&#x2018;&#x2021; đ?&#x153;&#x2022;đ?&#x2018;&#x2021; 2đ?&#x153;&#x2039; đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, đ?&#x2018;§ đ?&#x2018;&#x2DC; + + 2 â&#x2C6;&#x2019; đ?&#x2018;?đ?&#x153;&#x152; đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;§ = 0 2 đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;Ą As r is independent of z so above equation becomes 1đ?&#x153;&#x2022; đ?&#x153;&#x2022;đ?&#x2018;&#x2021; đ?&#x153;&#x2022; đ?&#x153;&#x2022;đ?&#x2018;&#x2021; đ?&#x153;&#x2022;đ?&#x2018;&#x2021; 2đ?&#x153;&#x2039; đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, đ?&#x2018;§ đ?&#x2018;&#x2DC; đ?&#x2018;&#x; + đ?&#x2018;&#x; â&#x2C6;&#x2019; đ?&#x2018;?đ?&#x153;&#x152; đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;§ = 0 đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;Ą Integrating by parts the first two terms of the above equation . đ?&#x2018;&#x17D; đ?&#x153;&#x2022;đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;&#x2021; đ?&#x153;&#x2022;đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;&#x2021; đ?&#x153;&#x2022;đ?&#x2018;&#x2021; đ?&#x153;&#x2022;đ?&#x2018;&#x2021; â&#x201E;&#x17D; 2đ?&#x153;&#x2039; đ?&#x2018;&#x2DC; +đ?&#x2018;&#x2DC; + đ?&#x153;&#x152;đ?&#x2018;?đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, đ?&#x2018;§ đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;§ â&#x2C6;&#x2019; 2đ?&#x153;&#x2039;đ?&#x2018;&#x2DC; đ?&#x2018;&#x;đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, đ?&#x2018;§ đ?&#x2018;&#x2018;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;Ą đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x2018;§=â&#x2C6;&#x2019;â&#x201E;&#x17D; đ??´ 0 đ?&#x2018;&#x17D; â&#x201E;&#x17D; đ?&#x153;&#x2022;đ?&#x2018;&#x2021; â&#x2C6;&#x2019; 2đ?&#x153;&#x2039;đ?&#x2018;&#x2DC; đ?&#x2018;&#x;đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, đ?&#x2018;§ đ?&#x2018;&#x2018;đ?&#x2018;§ = 0 đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x2018;&#x;=0 â&#x2C6;&#x2019;â&#x201E;&#x17D;

International organization of Scientific Research

52 | P a g e

Heat Transfer And Thermal Stress Analysis Of Circular Plate Due To Radiation Using Fem Applying the boundary conditions of equation (2.2) and (2.3) the above equation reduces to . đ?&#x153;&#x2022;đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;&#x2021; đ?&#x153;&#x2022;đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;&#x2021; đ?&#x153;&#x2022;đ?&#x2018;&#x2021; 2đ?&#x153;&#x2039; đ?&#x2018;&#x2DC; +đ?&#x2018;&#x2DC; + đ?&#x153;&#x152;đ?&#x2018;?đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, đ?&#x2018;§ đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;Ą đ??´ đ?&#x2018;&#x17D; đ?&#x2018;&#x17D; đ?&#x153;&#x2022;đ?&#x2018;&#x2021; = 2đ?&#x153;&#x2039; đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, â&#x201E;&#x17D; ( đ?&#x153;?đ??š đ?&#x2018;&#x2021; 4 â&#x2C6;&#x2019; đ?&#x2018;&#x2021;â&#x2C6;&#x17E;4 )đ?&#x2018;&#x; đ?&#x2018;&#x2018;đ?&#x2018;&#x; â&#x2C6;&#x2019; 2đ?&#x153;&#x2039; đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, â&#x2C6;&#x2019;â&#x201E;&#x17D; đ?&#x2018;&#x2DC; đ?&#x2018;&#x; đ?&#x2018;&#x2018;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x2018;§=â&#x2C6;&#x2019;â&#x201E;&#x17D; 0 0 Using the equation (3.1) the above equation becomes . . đ?&#x153;&#x2022;đ?&#x2018; đ?&#x153;&#x2022;đ?&#x2018; đ?&#x2018;&#x2021; đ?&#x153;&#x2022;đ?&#x2018; đ?&#x153;&#x2022;đ?&#x2018; đ?&#x2018;&#x2021; 2đ?&#x153;&#x2039;đ?&#x2018;&#x2DC; + đ?&#x2018;&#x2021; đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;§ + 2đ?&#x153;&#x2039;đ?&#x153;&#x152;đ?&#x2018;? đ?&#x2018; đ?&#x2018; đ?&#x2018;&#x2021; đ?&#x2018;&#x2021; đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;§ đ??´ đ??´ đ?&#x2018;&#x17D; đ?&#x2018;&#x17D; đ?&#x153;&#x2022;[đ?&#x2018; ] = 2đ?&#x153;&#x2039; đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, â&#x201E;&#x17D; đ?&#x153;?đ??š đ?&#x2018;&#x2021; 4 â&#x2C6;&#x2019; đ?&#x2018;&#x2021;â&#x2C6;&#x17E;4 đ?&#x2018;&#x; đ?&#x2018;&#x2018;đ?&#x2018;&#x; â&#x2C6;&#x2019; 2đ?&#x153;&#x2039; đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, â&#x2C6;&#x2019;â&#x201E;&#x17D; đ?&#x2018;&#x2DC; {đ?&#x2018;&#x2021;} đ?&#x2018;&#x; đ?&#x2018;&#x2018;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x2018;§=â&#x2C6;&#x2019;â&#x201E;&#x17D; 0 0 For the radiation condition follow Singiresu Rao [5] and get . . đ?&#x153;&#x2022;đ?&#x2018; đ?&#x153;&#x2022;đ?&#x2018; đ?&#x2018;&#x2021; đ?&#x153;&#x2022;đ?&#x2018; đ?&#x153;&#x2022;đ?&#x2018; đ?&#x2018;&#x2021; 2đ?&#x153;&#x2039;đ?&#x2018;&#x2DC; + đ?&#x2018;&#x2021; đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;§ + 2đ?&#x153;&#x2039;đ?&#x153;&#x152;đ?&#x2018;? đ?&#x2018; đ?&#x2018; đ?&#x2018;&#x2021; đ?&#x2018;&#x2021; đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;§ đ??´ đ??´ đ?&#x2018;&#x17D;

đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, â&#x201E;&#x17D; đ?&#x153;?đ??š đ?&#x2018;&#x2021; 2 + đ?&#x2018;&#x2021;â&#x2C6;&#x17E;2 đ?&#x2018;&#x2021; + đ?&#x2018;&#x2021;â&#x2C6;&#x17E;

= 2đ?&#x153;&#x2039; 0

â&#x2C6;&#x2019;

đ?&#x2018;&#x17D;

2đ?&#x153;&#x2039;

đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, â&#x2C6;&#x2019;â&#x201E;&#x17D;

đ?&#x2018;&#x2DC;

0

đ?&#x153;&#x2022;đ?&#x2018; đ?&#x2018;&#x2021; đ?&#x153;&#x2022;đ?&#x2018;§

đ?&#x2018;&#x2021; â&#x2C6;&#x2019; đ?&#x2018;&#x2021;â&#x2C6;&#x17E;

đ?&#x2018;§=â&#x201E;&#x17D; đ?&#x2018;&#x; đ?&#x2018;&#x2018;đ?&#x2018;&#x;

đ?&#x2018;&#x; đ?&#x2018;&#x2018;đ?&#x2018;&#x; đ?&#x2018;§=â&#x2C6;&#x2019;â&#x201E;&#x17D;

which is simplified as .

2đ?&#x153;&#x2039;đ?&#x2018;&#x2DC; đ??´

đ?&#x153;&#x2022;đ?&#x2018; đ?&#x153;&#x2022;đ?&#x2018; đ?&#x153;&#x2022;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;&#x;

đ?&#x2018;&#x2021;

+

đ?&#x153;&#x2022;đ?&#x2018; đ?&#x153;&#x2022;đ?&#x2018; đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x153;&#x2022;đ?&#x2018;§

.

đ?&#x2018;&#x2021;

đ?&#x2018;&#x2021; đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;§ + 2đ?&#x153;&#x2039;đ?&#x153;&#x152;đ?&#x2018;?

đ?&#x2018;&#x17D;

đ?&#x2018;&#x17D;

â&#x2C6;&#x2019; 2đ?&#x153;&#x2039;

0

đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, â&#x2C6;&#x2019;â&#x201E;&#x17D; 0

where â&#x201E;&#x17D;đ?&#x2018;&#x; = đ?&#x153;?đ??š đ?&#x2018;&#x2021; 2 + đ?&#x2018;&#x2021;â&#x2C6;&#x17E;2 đ?&#x2018;&#x2021; + đ?&#x2018;&#x2021;â&#x2C6;&#x17E; This is of the form đ??žđ?&#x2018;? â&#x2C6;&#x2019; đ??žđ?&#x2018;&#x;1 + đ??žđ?&#x2018;&#x;2 where the characteristic matrix

đ?&#x2018;&#x2DC;

đ?&#x153;&#x2022;đ?&#x2018; đ?&#x2018;&#x2021; đ?&#x153;&#x2022;đ?&#x2018;§

đ?&#x2018;&#x2021; đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;§

đ?&#x2018;&#x17D;

đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, â&#x201E;&#x17D; [đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, â&#x201E;&#x17D; ]đ?&#x2018;&#x2021; đ?&#x2018;&#x; đ?&#x2018;&#x2018;đ?&#x2018;&#x; â&#x2C6;&#x2019; 2đ?&#x153;&#x2039;â&#x201E;&#x17D;đ?&#x2018;&#x; đ?&#x2018;&#x2021;â&#x2C6;&#x17E;

= 2đ?&#x153;&#x2039;â&#x201E;&#x17D;đ?&#x2018;&#x;

đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, â&#x201E;&#x17D; đ?&#x2018;&#x; đ?&#x2018;&#x2018;đ?&#x2018;&#x; 0

đ?&#x2018;&#x; đ?&#x2018;&#x2018;đ?&#x2018;&#x; đ?&#x2018;§=â&#x2C6;&#x2019;â&#x201E;&#x17D;

đ?&#x2018;&#x2021; + đ??ś đ?&#x2018;&#x2021; = â&#x2C6;&#x2019; đ?&#x2018;&#x201C;đ?&#x2018;&#x;

. đ?&#x153;&#x2022; đ?&#x2018; đ?&#x153;&#x2022; đ?&#x2018; đ?&#x2018;&#x2021; đ?&#x153;&#x2022; đ?&#x2018; đ?&#x153;&#x2022; đ?&#x2018; đ?&#x2018;&#x2021; + đ?&#x153;&#x2022;đ?&#x2018;Ľ đ?&#x153;&#x2022;đ?&#x2018;Ľ đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;§ đ??´ đ?&#x153;&#x2022;đ?&#x2018;Ľ đ?&#x153;&#x2022;đ?&#x2018;Ľ đ?&#x2018;&#x17D; đ??žđ?&#x2018;&#x;1 đ?&#x2018;§=â&#x201E;&#x17D; â&#x2030;&#x153; 2đ?&#x153;&#x2039;â&#x201E;&#x17D;đ?&#x2018;&#x; 0 đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, â&#x201E;&#x17D; [đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, â&#x201E;&#x17D; ]đ?&#x2018;&#x2021; đ?&#x2018;&#x; đ?&#x2018;&#x2018;đ?&#x2018;&#x; đ?&#x2018;&#x17D; đ?&#x153;&#x2022; đ?&#x2018; đ??žđ?&#x2018;&#x;2 đ?&#x2018;§=â&#x2C6;&#x2019;â&#x201E;&#x17D; â&#x2030;&#x153; 2đ?&#x153;&#x2039;đ?&#x2018;&#x2DC; 0 đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, â&#x2C6;&#x2019;â&#x201E;&#x17D; đ?&#x2018;&#x; đ?&#x2018;&#x2018;đ?&#x2018;&#x; đ?&#x153;&#x2022;đ?&#x2018;§ đ?&#x2018;§=â&#x2C6;&#x2019;â&#x201E;&#x17D;

đ??žđ?&#x2018;? â&#x2030;&#x153; 2đ?&#x153;&#x2039;đ?&#x2018;&#x2DC;

The capacitance matrix . đ??ś â&#x2030;&#x153; 2đ?&#x153;&#x2039;đ?&#x153;&#x152;đ?&#x2018;? đ??´ đ?&#x2018; đ?&#x2018; đ?&#x2018;&#x2021; đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;&#x;đ?&#x2018;&#x2018;đ?&#x2018;§ The gradient or load matrix đ?&#x2018;&#x17D; đ?&#x2018;&#x201C;đ?&#x2018;&#x; â&#x2030;&#x153; 2đ?&#x153;&#x2039;â&#x201E;&#x17D;đ?&#x2018;&#x; đ?&#x2018;&#x2021;â&#x2C6;&#x17E; 0 đ?&#x2018; đ?&#x2018;&#x2013; đ?&#x2018;&#x;, â&#x201E;&#x17D; đ?&#x2018;&#x; đ?&#x2018;&#x2018;đ?&#x2018;&#x;

IV.

đ?&#x2018;&#x2021;

đ?&#x2018; đ?&#x2018; đ??´

(3.3) (3.4) (3.5) (3.6) (3.7)

ELEMENT FORMULATION

Formulating the element shape functions as in Robert Cook et al. [1] and Singiresu Rao [5], the field variable is expressed in the polynomial form as â&#x2C6;&#x2026; đ?&#x2018;&#x;, đ?&#x2018;§ = đ?&#x2018;&#x17D;0 + đ?&#x2018;&#x17D;1 đ?&#x2018;&#x; + đ?&#x2018;&#x17D;2 đ?&#x2018;§ which satisfied the coordinate of the vertices of the triangle as đ?&#x2018;&#x;1 , đ?&#x2018;§1 , đ?&#x2018;&#x;2 , đ?&#x2018;§2 , đ?&#x2018;&#x;3 , đ?&#x2018;§3 and the nodal conditions â&#x2C6;&#x2026; đ?&#x2018;&#x;1 , đ?&#x2018;§1 = â&#x2C6;&#x2026;1 , â&#x2C6;&#x2026; đ?&#x2018;&#x;2 , đ?&#x2018;§2 = â&#x2C6;&#x2026;2 , â&#x2C6;&#x2026; đ?&#x2018;&#x;3 , đ?&#x2018;§3 = â&#x2C6;&#x2026;3 . Applying the nodal boundary conditions to obtain the interpolation function as N1 1 r1 z1 â&#x2C6;&#x2019;1 N2 = [1 r z] 1 r2 z2 N3 1 r3 z3 Solving above one obtains the shape function for the triangular element (three nodes) as 1 đ?&#x2018; 1 đ?&#x2018;&#x;, đ?&#x2018;§ = đ?&#x2018;&#x; đ?&#x2018;§ â&#x2C6;&#x2019; đ?&#x2018;&#x;3 đ?&#x2018;§2 + đ?&#x2018;§2 â&#x2C6;&#x2019; đ?&#x2018;§3 đ?&#x2018;&#x; + đ?&#x2018;&#x;3 â&#x2C6;&#x2019; đ?&#x2018;&#x;2 đ?&#x2018;§ 2đ??´ 2 3 1 đ?&#x2018; 2 đ?&#x2018;&#x;, đ?&#x2018;§ = đ?&#x2018;&#x; đ?&#x2018;§ â&#x2C6;&#x2019; đ?&#x2018;&#x;1 đ?&#x2018;§3 + đ?&#x2018;§3 â&#x2C6;&#x2019; đ?&#x2018;§1 đ?&#x2018;&#x; + đ?&#x2018;&#x;1 â&#x2C6;&#x2019; đ?&#x2018;&#x;3 đ?&#x2018;§ 2đ??´ 3 1 1 đ?&#x2018; 3 đ?&#x2018;&#x;, đ?&#x2018;§ = đ?&#x2018;&#x; đ?&#x2018;§ â&#x2C6;&#x2019; đ?&#x2018;&#x;2 đ?&#x2018;§1 + đ?&#x2018;§1 â&#x2C6;&#x2019; đ?&#x2018;§2 đ?&#x2018;&#x; + đ?&#x2018;&#x;2 â&#x2C6;&#x2019; đ?&#x2018;&#x;1 đ?&#x2018;§ 2đ??´ 1 2 where the area of the triangular element is given by

International organization of Scientific Research

53 | P a g e

Heat Transfer And Thermal Stress Analysis Of Circular Plate Due To Radiation Using Fem 1 đ?&#x2018;&#x;1 đ?&#x2018;§1 1 đ??´ = 2 1 đ?&#x2018;&#x;2 đ?&#x2018;§2 . 1 đ?&#x2018;&#x;3 đ?&#x2018;§3 The shape functions can also represented in terms of area (đ??´) co-ordinates system as đ??´ đ??´ đ??´ đ?&#x2018; 1 = đ??´1 , đ?&#x2018; 2 = đ??´2 and đ?&#x2018; 3 = đ??´3 and the local co-ordinates r and z are represented as đ?&#x2018;&#x; = đ?&#x2018; 1 đ?&#x2018;&#x;1 + đ?&#x2018; 2 đ?&#x2018;&#x;2 + đ?&#x2018; 3 đ?&#x2018;&#x;3 đ?&#x2018;§ = đ?&#x2018; 1 đ?&#x2018;§1 + đ?&#x2018; 2 đ?&#x2018;§2 + đ?&#x2018; 3 đ?&#x2018;§3 .

V.

NUMERICAL CALCULATION

The numerical calculations have been carried out for aluminum circular plate with the following parameters: Dimensions Radius (đ?&#x2018;&#x;) = 1 m, Height â&#x201E;&#x17D; = 0.05 m. Material Properties Density of the solid đ?&#x153;&#x152; = 2700 kg/m3 , Thermal conductivity of the material đ?&#x2018;&#x2DC; = 167 w/(m â&#x2C6;&#x2019; K 0 ) , Specific heat đ?&#x2018;? = 0.91 (kJ/kg â&#x2C6;&#x2019; K 0 ), Linear coefficient of thermal expansion đ?&#x203A;ź = 22.2 x10â&#x2C6;&#x2019;6 1/K 0 , Youngâ&#x20AC;&#x2122;s modulus of elasticity of the material plate đ??¸ = 69 đ??şđ?&#x2018;&#x192;đ?&#x2018;&#x17D; , Poissonâ&#x20AC;&#x2122;s ratio (đ?&#x2018;Ł) = 0.33, 4 Stefanâ&#x20AC;&#x2122;s Boltzmannâ&#x20AC;&#x2122;s constant (Ď&#x192;) = 5.67 x10â&#x2C6;&#x2019;8 w/(m2 â&#x2C6;&#x2019; K 0 ) , Emissivity of surface (F) = 0.03. Structural Properties Number of nodes (đ?&#x2018;&#x20AC;) = 18, Number of triangular elements (đ?&#x2018; đ??¸) = 20. Initial condition Time đ?&#x2018;Ą = 5 đ?&#x2018;&#x161;đ?&#x2018;&#x2013;đ?&#x2018;&#x203A;, Temperature of surrounding media (đ?&#x2018;&#x2021;â&#x2C6;&#x17E; ) = 313 0 đ??ž, Initial temperature (đ?&#x2018;&#x2021;đ?&#x2018;&#x2013; ) = 273 0 đ??ž, Temperature at lower surface đ?&#x2018;&#x2021;đ?&#x2018;&#x153; = 273 0 đ??ž.

VI.

TEMPERATURE DISTRIBUTION

a) Discretization of circular plate in finite element For the discretization of circular plate into finite elements considering symmetry about Z axis and right half of circular plate is shown in the figure 2. Circular plate is discretized into 18 numbers of nodes and 20 numbers of triangular elements. Element đ?&#x2018;§= â&#x201E;&#x17D; 15

Z 13

14 12

14

11

z=0

8 1

2

3

16

10 6 5

17 18

7

20

18

19

17

9 4

2

(origin)

1

15

13

7

16

Node

8

11 10

12

đ?&#x153;&#x2022;đ?&#x2018;&#x2021; đ?&#x153;&#x2022;đ?&#x2018;&#x;

= 0 đ?&#x2018;&#x17D;đ?&#x2018;Ą đ?&#x2018;&#x; = đ?&#x2018;&#x17D;

9

3

4 5 6 r đ?&#x2018;§ = â&#x2C6;&#x2019;â&#x201E;&#x17D; Figure 2: Geometry showing node and element position in the axisymetric circular plate

International organization of Scientific Research

54 | P a g e

Heat Transfer And Thermal Stress Analysis Of Circular Plate Due To Radiation Using Fem b) Assembly procedure Solving the equations (3.3), (3.4), (3.5), (3.6), (3.7), one obtains the elemental characteristic, elemental capacitance and elemental load matrix. Now assemble all 20 elements and formed the final equation which is expressed as đ??žđ?&#x2018;? â&#x2C6;&#x2019; đ??žđ?&#x2018;&#x;1 + đ??žđ?&#x2018;&#x;2 đ?&#x2018;&#x2021; + đ??ś đ?&#x2018;&#x2021; = â&#x2C6;&#x2019; đ?&#x2018;&#x201C;đ?&#x2018;&#x; đ??ž đ?&#x2018;&#x2021; + đ??ś đ?&#x2018;&#x2021; = â&#x2C6;&#x2019; đ?&#x2018;&#x201C;đ?&#x2018;&#x; Applying Finite Difference Method as in [4] and substituting đ?&#x2018;&#x2021; đ?&#x2018;Ą + â&#x2C6;&#x2020;đ?&#x2018;Ą â&#x2C6;&#x2019; đ?&#x2018;&#x2021;(đ?&#x2018;Ą) đ?&#x2018;&#x2021; = â&#x2C6;&#x2020;đ?&#x2018;Ą the above equation reduces to đ?&#x2018;&#x2021; đ?&#x2018;Ą + â&#x2C6;&#x2020;đ?&#x2018;Ą â&#x2C6;&#x2019; đ?&#x2018;&#x2021;(đ?&#x2018;Ą) đ??ž đ?&#x2018;&#x2021; + đ??ś = â&#x2C6;&#x2019; đ?&#x2018;&#x201C;đ?&#x2018;&#x; â&#x2C6;&#x2020;đ?&#x2018;Ą which is simplified as under đ?&#x2018;&#x2021; đ?&#x2018;Ą + â&#x2C6;&#x2020;đ?&#x2018;Ą = đ?&#x2018;&#x2021; â&#x2C6;&#x2019; đ??ś â&#x2C6;&#x2019;1 đ?&#x2018;&#x201C;đ?&#x2018;&#x; â&#x2C6;&#x2020;đ?&#x2018;Ą â&#x2C6;&#x2019; đ??ś â&#x2C6;&#x2019;1 đ??ž đ?&#x2018;&#x2021; â&#x2C6;&#x2020;đ?&#x2018;Ą Solving the above equation one obtains the temperatures on all the nodes at different time using Matlab programming. The numerical values of temperature distribution in the circular plate at time t=5 min due to radiation is given in the table 1 and graphical presentation of temperature variation along r axis and Z axis is shown in the figures 3(a) and 3(b), respectively.

z\r z=-0.05 z=0 z=0.05

Table 1: Calculated Temperature distribution at time t=5 min r=0 r=0.2 r=0.4 r=0.6 r=0.8 273 273 273 273 273 272.8379 273.081 273.1877 273.1008 272.7187 273.1122 272.8317 272.7514 272.9992 273.095

International organization of Scientific Research

r=1 273 274.4366 270.4093

55 | P a g e

Heat Transfer And Thermal Stress Analysis Of Circular Plate Due To Radiation Using Fem VII.

DISPLACEMENT ANALYSIS

a) Discretization of displacement element Following the approach of Robert cook et al. [1], the displacement components of node j are taken as đ?&#x2018;&#x17E;2đ?&#x2018;&#x2014; â&#x2C6;&#x2019;1 in the r direction and đ?&#x2018;&#x17E;2đ?&#x2018;&#x2014; in the Z direction. It denotes the global displacement vector as đ?&#x2018;&#x201E; = [đ?&#x2018;&#x17E;1,đ?&#x2018;&#x17E;2 , đ?&#x2018;&#x17E;3 , â&#x20AC;Ś â&#x20AC;Ś â&#x20AC;Ś â&#x20AC;Ś . đ?&#x2018;&#x17E;36 ]đ?&#x2018;&#x2021; as shown in the figure 4. z 13

14

15

16

17

18

7

8

9

10

11

12

(2j)

j 1

Node

(2j-1)

2 3 4 5 6 r Figure 4: Geometry showing displacement component on the node in the circular plate

b) Formation of elemental matrix The distribution of the change in temperature â&#x2C6;&#x2020;đ?&#x2018;&#x2021;(đ?&#x2018;&#x;, đ?&#x2018;?) is known, the strain due to this change in temperature can be treated as an initial strain Đ&#x201E;0 . Đ&#x201E;0 = [đ?&#x203A;źâ&#x2C6;&#x2020;đ?&#x2018;&#x2021;, đ?&#x203A;źâ&#x2C6;&#x2020;đ?&#x2018;&#x2021; ,0, đ?&#x203A;źâ&#x2C6;&#x2020;đ?&#x2018;&#x2021;]đ?&#x2018;&#x2021; The temperature difference â&#x2C6;&#x2020;đ?&#x2018;&#x2021; is represented as â&#x2C6;&#x2020;đ?&#x2018;&#x2021; = đ?&#x2018;&#x2021;đ?&#x2018;&#x2013;đ?&#x2018;&#x2014; = đ?&#x2018;&#x2021;đ?&#x2018;&#x2013; â&#x2C6;&#x2019; đ?&#x2018;&#x2021;đ?&#x2018;&#x2014; . The element stiffness matrix and element temperature load matrix is given below đ??ž đ?&#x2018;&#x2019; = 2đ?&#x153;&#x2039;đ?&#x2018;&#x;đ??´ đ?&#x2018;&#x2019; đ??ľđ?&#x2018;&#x2021; đ??ˇđ??ľ and đ?&#x153;&#x192; đ?&#x2018;&#x2019; = 2đ?&#x153;&#x2039;đ?&#x2018;&#x;đ??´ đ?&#x2018;&#x2019; đ??ľ đ?&#x2018;&#x2021; đ??ˇĐ&#x201E;0 where đ?&#x2018;Ł đ?&#x2018;Ł 1 0 (1 â&#x2C6;&#x2019; đ?&#x2018;Ł) (1 â&#x2C6;&#x2019; đ?&#x2018;Ł) đ?&#x2018;Ł đ?&#x2018;Ł đ??¸(1 â&#x2C6;&#x2019; đ?&#x2018;Ł) 1 0 (1 â&#x2C6;&#x2019; đ?&#x2018;Ł) (1 â&#x2C6;&#x2019; đ?&#x2018;Ł) đ??ˇ= (1 â&#x2C6;&#x2019; 2đ?&#x2018;Ł)(1 + đ?&#x2018;Ł) 1 â&#x2C6;&#x2019; 2đ?&#x2018;Ł 0 0 0 đ?&#x2018;Ł đ?&#x2018;Ł 2(1 â&#x2C6;&#x2019; đ?&#x2018;Ł) (1 â&#x2C6;&#x2019; đ?&#x2018;Ł) (1 â&#x2C6;&#x2019; đ?&#x2018;Ł) 0 1 đ?&#x2018;§23 0 đ?&#x2018;§31 0 đ?&#x2018;§12 0 0 đ?&#x2018;&#x; 0 đ?&#x2018;&#x; 0 đ?&#x2018;&#x; 32 13 21 1 đ?&#x2018;&#x;32 đ?&#x2018;§23 đ?&#x2018;&#x;13 đ?&#x2018;§31 đ?&#x2018;&#x;21 đ?&#x2018;§12 [đ??ľ đ?&#x2018;&#x2019; ] = đ?&#x2018;&#x2018;đ?&#x2018;&#x2019;đ?&#x2018;Ą đ??˝ đ?&#x2018;&#x2018;đ?&#x2018;&#x2019;đ?&#x2018;Ą đ??˝ â&#x2C6;&#x2014; đ?&#x2018; đ?&#x2018;&#x2018;đ?&#x2018;&#x2019;đ?&#x2018;Ą đ??˝ â&#x2C6;&#x2014; đ?&#x2018; 2 đ?&#x2018;&#x2018;đ?&#x2018;&#x2019;đ?&#x2018;Ą đ??˝ â&#x2C6;&#x2014; đ?&#x2018; 3 1 0 0 0 đ?&#x2018;&#x; đ?&#x2018;&#x; đ?&#x2018;&#x; đ?&#x2018;&#x;13 đ??˝= đ?&#x2018;&#x; 23 Using the notation, đ?&#x2018;&#x;đ?&#x2018;&#x2013;đ?&#x2018;&#x2014; â&#x2030;&#x153; đ?&#x2018;&#x;đ?&#x2018;&#x2013; â&#x2C6;&#x2019; đ?&#x2018;&#x;đ?&#x2018;&#x2014; and đ?&#x2018;§đ?&#x2018;&#x2013;đ?&#x2018;&#x2014; â&#x2030;&#x153; đ?&#x2018;§đ?&#x2018;&#x2013; â&#x2C6;&#x2019; đ?&#x2018;§đ?&#x2018;&#x2014; .

đ?&#x2018;§13 đ?&#x2018;§23

c) Assemble Procedure Assembling all the elemental stiffness and temperature load, the final stiffness matrix K and temperature load matrix đ?&#x153;&#x192; are formed and expressed as đ??žđ?&#x2018;&#x201E; = đ?&#x153;&#x192; The above equation is solved by using Gaussian elimination method to yield the displacement Q at the nodes along radial and axial directions. The numerical values of displacement at time t=5 min. in a circular plate are given in the tables 2(a) and 2(b). The figures 5(a) and 5(b) shows graphical representation of displacements along radial (r) and axial (Z) directions respectively.

z\r

Table 2(a): Displacement along Radial direction at time t=5 min. r=0 r=0.2 r=0.4 r=0.6 r=0.8

r=1

z=-0.05

-3.8E-07

-5.2E-07

-3.9E-07

-4.4E-07

-8.59484E-07

-1.9E-06

z=0

5.42E-08

-4.2E-07

-8.6E-07

-8.2E-07

-1.77496E-06

-5.5E-06

z=0.05

-2E-07

1.82E-08

-1E-06

-1.3E-06

-1.65866E-06

-9E-06

International organization of Scientific Research

56 | P a g e

Heat Transfer And Thermal Stress Analysis Of Circular Plate Due To Radiation Using Fem

Table 2(b): Displacement along axial direction at time t=5 min. r=0 r=0.2 r=0.4 r=0.6 r=0.8 -7.6E-06 -1.5E-05 -3.1E-05 -3.8E-05 1.52588E-05 -1.5E-05 -1.5E-05 -2.3E-05 -1.5E-05 -7.62939E-06 -7.6E-06 -2.3E-05 0 0 1.52588E-05

z\r z=-0.05 z=0 z=0.05

VIII.

r=1 0 -1.5E-05 -1.5E-05

STRESS ANALYSIS

Determine the thermal stresses in radial, axial and resultant direction as in Robert cook et al. [1]. Using Straindisplacement relation, the elemental equation can be written in matrix form as â&#x2C6;&#x2C6;đ?&#x2018;&#x2019; = đ??ľ đ?&#x2018;&#x2019; đ?&#x2018;&#x17E; đ?&#x2018;&#x2019; Stress Strain relation is đ?&#x153;? đ?&#x2018;&#x2019; = đ??¸ đ?&#x153;&#x2013; đ?&#x2018;&#x2019; â&#x2C6;&#x2019; đ?&#x153;&#x2013;0 or đ?&#x153;? đ?&#x2018;&#x2019; = đ??¸(đ??ľđ?&#x2018;&#x17E; â&#x2C6;&#x2019; đ?&#x153;&#x2013;0 ) đ?&#x2018;&#x2021; where Đ&#x201E;0 = đ?&#x203A;źâ&#x2C6;&#x2020;đ?&#x2018;Ą , đ?&#x203A;źâ&#x2C6;&#x2020;đ?&#x2018;Ą ,0, đ?&#x203A;źâ&#x2C6;&#x2020;đ?&#x2018;Ą , â&#x2C6;&#x2C6;= â&#x2C6;&#x2C6;đ?&#x2018;&#x; , â&#x2C6;&#x2C6;đ?&#x2018;§ , â&#x2C6;&#x2C6;đ?&#x2018;&#x;đ?&#x2018;§ , â&#x2C6;&#x2C6;đ?&#x153;&#x192; đ?&#x2018;&#x2021; , and đ?&#x153;? = đ?&#x153;?đ?&#x2018;&#x; , đ?&#x153;?đ?&#x2018;§ , đ?&#x153;?đ?&#x2018;&#x;đ?&#x2018;§ , đ?&#x153;?đ?&#x153;&#x192; đ?&#x2018;&#x2021; . Using the above results of displacements and temperatures at the nodes, obtain the thermal stresses in a circular plate at time t=5 min. along radial (r), axial (z), angular (đ?&#x153;&#x192;) and resultant (rz) directions are given in the tables 3(a), 3(b), 3(c) and 3(d) with graphical representation in the figures 6(a), 6(b), 6(c) and 6(d), respectively.

Z\r

0-0.2

-0.050

-5.1E05

0.00053

00.05

0.0002 1

0.00050 4

Table 3(a): Radial stress (đ??&#x2C6;đ?&#x2019;&#x201C; ) 0.2-0.4 0.4-0.6 4.52E-1.5E- 0.00014 0.0003 05 05 8 2 1.07E0.0002 0.0001 05 0.00046 4 2

International organization of Scientific Research

0.6-0.8 0.0001 5 0.0009 2

0.8-1

0.000 255

0.0003 6

0.0039

0.000 28

0.0013 59

0.0015 75

57 | P a g e

Heat Transfer And Thermal Stress Analysis Of Circular Plate Due To Radiation Using Fem

International organization of Scientific Research

58 | P a g e

Heat Transfer And Thermal Stress Analysis Of Circular Plate Due To Radiation Using Fem

IX.

CONCLUDING REMARKS

In this manuscript the attempt has been made for the temperature distribution, displacement analysis and thermal stress analysis of the circular plate due to radiation using finite element analysis. For the better accuracy of the results the large numbers of elements are taken for discretization. The Matlab programming is used for the determination of numerical values for temperature, displacement and thermal stresses. The analyses predict temperature distribution, displacement due to temperature change and deformation formed by the thermal stress in circular plate. The numerical values and graphical representation of temperature distribution, displacement and thermal stress analysis are shown. The numerical result satisfies the equilibrium and compatibility conditions. The temperature is changed with respect to time and the increase of temperature can be observed very high near the center region of insulated surface, high in middle region, and low at the top corner of the circular plate shown in the figures 3(a) and 3(b). From the figures 5(a) and 5(b) we observed the displacement is very high at center of curved insulated surface and high in the middle portion of the circular plate. The development of radial stress from figure 6(a) can be observed low near the insulated surface and slowly increase towards the center but the axial increase from bottom to top is shown in figure 6(b). The figure 6(c) shows an angular stress in the circular plate is varying in the central region and high near the insulated surface. The developments of resultant stresses from figure 6(d) seem high in the lower center and middle portion of the circular plate.

REFERENCES

[1] [2]

[3] [4] [5] [6]

[7] [8]

Cook Robert D., Malkus David S. and Plesha Michael E., “Concept and Application of Finite Element Analysis”, John Wiley and Sons, New York, third edition, 2000. Darabseh Tariq T., “Transient Thermal Stresses of Functionally Graded Thick Hollow Cylinder under the Green-Lindsay Model”, World Academy of Science, Engineering and Technology, Vol. 59, pp. 23142318, 2011. Dechaumphai Pramote and Lim Wiroj, “Finite Element Thermal-Structural Analysis of Heated products”, Chulalongkorn University Press, Bangkok, 1996. Hutton David, “Fundamentals of Finite Element Analysis”, Tata McGraw-Hill Publishing Company Limited, New York, second edition, 2006. Rao S. Singiresu, “The Finite Element Method in Engineering”, Elsevier publication, U. K., fourth edition, 2008. Sharma Dinkar and Jiwari Ram, Kumar Sheo, “Numerical Solution of Two Point Boundary Value Problems using Galerkin-Finite Element Method”, International Journal of Nonlinear Science, Vol. 13, No. 2, pp. 204-210, 2012. Turner M. J., Clough R. W., Martin H. C. and Topp L. J., “Stiffness and Deflection Analysis of complex structures”, Journal of Aeronautical Sciences, Vol. 23, pp. 805-824, 1956. Venkadeshwaran K., Das S. and Misra D., “Finite Element simulation of 3-D laser forming by discrete section circle line heating”, International Journal of Engineering, Science and Technology, Vol. 2, No. 4, pp. 163-175, 2010.

International organization of Scientific Research

59 | P a g e

H04525159
H04525159