3D Finite Element Thermal and Structural Analysis of the RT-70 Full-Circle Radio Telescope

Size: px
Start display at page:

Download "3D Finite Element Thermal and Structural Analysis of the RT-70 Full-Circle Radio Telescope"

Transcription

1 3D Finite Element Thermal and Structural Analysis of the RT-70 Full-Circle Radio Telescope Alexey I. Borovkov Denis V. Shevchenko Alexander V. Gaev Alexander S. Nemov Computational Mechanics Laboratory, St.Petersburg State Polytechnical University, Russia Abstract: In the current paper finite element modeling and analysis of deformed state of the radio telescope RT-70 main reflector is performed. The construction is loaded by gravity body force and temperatures originating in the main reflector under the action of solar heat. Radio telescope RT-70 is one of the biggest radio telescopes in the world; diameter of the main reflector is 70 m, its height is 50 m. The hierarchical sequence of FE models was developed to describe in details and analyze temperature and displacement fields originating in the radio telescope RT-70 by means of direct FE modeling. With use of ANSYS software finite element models were developed that include three main construction elements of the radio telescope: - Main reflector (simulated by 1188 thin shell elements number of that is equal to the number of facets in the radio telescope); - Structural frame (simulated by means of ~ beam elements); - Counter-reflector (simulated by means of thin shells and 3D solid elements). Developed mathematical and 3D finite element models enabled to compute displacements and temperatures in the points of RT-70 radio telescope main reflector for various climate conditions (Yevpatoria, Crimea; Suffa plateau, Uzbekistan). To verify the results of simulation the comparison with experimental data obtained as a result of experimental analysis of RT-70 telescope located in Yevpatoria, Crimea was fulfilled. The importance of results obtained and high degree of finite element results correspondence with experimental data show that computer simulation is essential during radio telescopes design. Such simulation could be used to estimate displacements and temperatures originating in the radio telescope under various external loads. Mathematical and 3D finite element models developed are applied for analysis and design of RT-70 radio telescope that is being built at Suffa plateau, Uzbekistan. Introduction One of the most urgent problems arising during design and creation of unique antennas including RT-70 radio telescope is a detailed analysis of temperature, strain and stress fields originating in operating regime. Solution of similar problems taking into account all peculiarities of the construction can be obtained only by means of finite element (FE) modeling [7]. For a long time the analysis of the behavior of radio telescopes designed and produced in Russia was performed by experimental methods. This way does enable to analyze construction behavior under influence of various external factors, but it is very expensive, time-consuming and in some situations inapplicable. At present time the design process of competitive high-tech production at world leading companies requires full-scale FE modeling substituting expensive full-scale experiment with much cheaper numerical

2 simulation. FE modeling enables to analyze behavior of spatial constructions under the action of several external factors. Today s level of hardware enables to solve complex spatial thermo-mechanical problems with contact interaction, physical (temperature-dependent material properties, radiation, plastic material properties, etc.) and geometrical (large displacements, strains and rotations) non-linearities and obtain a solution in several hours. It should be noted that full-scale experiments as a rule enable to measure values in dozens or hundreds points, but in FE simulation the number of these points is increasing to hundreds of thousands and even more. Among the examples of successful application of FE modeling during the design process of antennas we can mark out the creation of telescope for Peking Astronomical Observatory (diameter 50 m) [5]. Fullscale FE modeling of the telescope with use of ANSYS FE software [6] was done in China before the realization of this project. FE modeling enabled to analyze deformed state and estimate stress concentration zones in the construction elements, evaluate natural frequencies and corresponding modes of the construction. As another example of application of modern methods of computer simulation based on FE analysis we can present design development of Maksutov Cassegrain space telescope [5]. During this project implementation the 3D model of space telescope was created in FE software ANSYS. This model allowed to analyze thermal stresses and evaluate temperature fields originating in the telescope on the lower Earth orbit. Analysis of telescope vibrations observed during orbiting was also carried out. One of the usages of RT-70 is radio-astronomy and ultra space communications with space apparatus. Maximum efficiency of RT-70 operation will be reached if it works in millimeter-wave band. Nevertheless, at operating in this regime the noise becomes significant originating due to solar heating of radio telescope main reflector and deformations of the mirror due to various external factors. Analysis of these factors and their influence on the correct operating of the radio telescope requires detailed analysis of stressed and strained states, temperature and thermal strains fields originating under various loadings. In order to solve this problem it is necessary to carry out analysis for various loading types such as: 1. Structural analysis of the construction under gravity loading; 2. Steady and transient thermal analysis; 3. Thermal stresses and strains analysis; 4. Modal analysis; 5. Structural analysis of the construction under wind loading; 6. Structural analysis of the construction under all types of the above loading types; 7. Dynamic analysis of the construction under seismic loading. In the current paper with use of ANSYS software FE modeling and analysis of 3D deformed state of RT-70 radio telescope caused by the action of gravity and solar heating of RT-70 main reflector is carried out. Finite element modeling and analysis of temperature fields of the radio telescope RT-70 main reflector Differential equation of heat conduction in heterogeneous anisotropic media. Initial and boundary conditions Consider temperature field T(r, t) in heterogeneous anisotropic body V in orthogonal Cartesian coordinate system 0x 1 x 2 x 3 ; r =x 1 e 1 + x 2 e 2 + x 3 e 3 = x k e k vector-radius of some point (Einstein rule about summing over repeating index is used to write down vector r in a compact way), t time. Differential equation of thermal conductivity defining connection between alteration of temperature in space and time in heterogeneous anisotropic body is the following [1]: ( K ( r) T ) + q (r, t = ρ ct& ) v

3 where = e k Hamilton derivative operator; K (r) symmetrical 2 nd rank conductivity tensor, x T K = K ; (, t) k q v r internal heat generation per unit volume; ρ ( r); c( r) density and specific heat of. T material; symbol " " defines derivative with respect to time T& = ; symbol " " defines convolution. t For transient processes of heat conduction it is necessary to define initial distribution of temperature in the body (, t) = Τ( r, ) ( r) Τ t 0 0 = Τ r = 0 that have effect on the temperature field only at the initial stage of transient process if we consider finite body. Consider boundary conditions at the surface of the body S= S 1 S 2 S 3 : ( r, t) = T ( r, t) T S 1 s I type of boundary conditions (Dirichlet conditions) temperature values are prescribed at S 1 surface; q = n K( r) T q ( r t) II type of boundary conditions (Neumann conditions); q s (, t) n S S = s, 2 2 heat flux per unit area at S 2 surface; n unit vector normal to the surface; ( T T ( r, )) r n q ( S = n K r) T (, t) t 3 S = α 3 S r S 3 III type of boundary conditions (conditions of Cauchy or Newton-Riehmann); T reference temperature; α s heat transfer coefficient at S 3 surface. Remark: Third type boundary conditions can be used when considering heating or cooling of bodies by radiation (radiation heat transfer). Stefan-Boltzmann law states that radiational heat transfer between two surfaces is equal to ( r, t, T )( T T ( r, )) 4 4 qs ( r, t) = σ 0ε T Tα = α s S t S 3 α where σ 0 = 5, W/(m 2 K 4 ) Stefan- 3 Boltzmann constant, ε emissivity factor of the surface, T α absolute temperature of the heated surfase, α s radiant heat exchange coefficient: α 2 2 ( r, t, T ) σ ε ( T + T )( T T ) s = S α S α Finite element thermal analysis To perform FE analysis the full-scale 3D FE model of the full-circle antenna was developed. This model includes three main construction elements of the real physical structure: main reflector consisting of facets (thin shells); structural frame of the radio telescope and counter-reflector. Structural frame is simulated by beam finite elements (2-node LINK33 elements [6] with one degree of freedom temperature in the node). Main reflector is simulated by 4-node shell finite elements SHELL57 [6] with one degree of freedom temperature in the node. Counter-reflector is also simulated by 4-node shell finite elements SHELL57 and 8-node solid finite elements SOLID70 [6] with one degree of freedom temperature in the node. In Figures 1, 2 FE model is shown in comparison with operating radio telescope P-2500 that is similar to RT-70 and situated in Yevpatoria, Crimea (Ukraine) [3,4].

4 Figure 1. Operating radio telescope P-2500 located in Yevpatoria, Crimea (Ukraine) Figure 2. FE model of RT-70 radio telescope

5 To describe in details and analyze temperature fields originating in the radio telescope RT-70 by means of direct FE modeling the hierarchical sequence of FE models was developed: I-level 3D model the surface of main reflector consists of connected to each other surfaces. The number of surfaces is equal to the number of facets in the real construction (1188 facets), structural frame is simulated by means of thermal conductive beam elements. Beam model enables to simulate all pipes forming the structural frame (~ ), but doesn t simulate heat exchange between beams and environment; II-level 3D model facets are not connected to each other, i.e. heat exchange through the lateral boundary of the facet is considered; III-level 3D model (model of the highest adequacy to the real physical object among all described above) structural frame is simulated by means of shell elements, i.e. this model enables to take into consideration heat exchange between beams and environment through the lateral boundary of beam elements of the construction; IV-level 3D model is applied to obtain more precise results in some part of the II or III level models with use of the submodeling method. Submodeling method enables to obtain more exact results is some specific parts of the model (macro-model). To do it one should create the FE model of this part of interest (submodel) so that FE mesh is fine enough to get accurate results. Temperatures obtained, as the result of macro-model analysis, should be applied as boundary conditions at the cut-boundary of sub-model. In the present paper the result of FE modeling and analysis with use of I- and II-level models are presented. Thermo-physical properties of the materials are the following: facets, counter-reflector aluminum: k 1 = 237 W/(m K) conductivity; structural frame steel: k 2 = 43 W/(m K). Parameters of the 3D I and II level FE models: number of FE NE S = 378 3D solid elements; NE Sh = shell elements; NE B = beam elements. At Figure 3 scheme of heat transfer between main reflector and environment is presented: q c solar heat flow; q k heat flow originating as the result of convective heat transfer between reflector and environment; α = 10.6 W/(m 2 K) coefficient of convective heat transfer; T 0 = 23 0 С reference temperature. k Figure 3. Scheme of heat transfer between RT-70 radio telescope main reflector and environment At Figure 4 the steady-state temperature field originating in the radio telescope RT-70 is presented (I level model). It should be noted that maximum values of temperature originate in the counter-reflector and central part of the mirror, T max = С.

6 Figure 4. Steady temperature field (I level model) In Figure 5 steady temperature field is presented that is originating in radio telescope (2 nd level model). Maximum values of temperature are observed in the eighth band of the radio telescope main reflector, T max = С. Figure 5. Steady temperature field (II level model) In Figure 6 distribution of heat flow originating in radio telescope (II level model) is shown. Maximum values of heat flow are observed in the central part of the mirror.

7 Figure 6. Heat flow distribution (II level model) In table 1 the results of FE simulation with use of I -and II-level models and experimental data temperature values in control points on the internal side of the main reflector facets are listed to compare TEXP Т FEA (See Figure 7). In brackets the value of relative error ε = 100% is presented. T EXP Figure 7. Positions of sensors

8 It follows from table 1 that error is exceeding 25% for the I-level model, and application of the II-level model enables to make the results more accurate and decrease the error to 7,6%. Such significant elaboration of the results obtained with use of II-level FE model in comparison with I-level FE model confirms necessity to consider the convective heat transfer with environment through the side boundary of the facet. It should be also noted that temperature in the center of main reflector is the closest value to experimental data. It refers that it is necessary to consider variation of convection heat transfer coefficient at the surface of the main reflector. Table Т EXP, C 30,1 30,6 31,0 31,9 32,8 31,9 31,7 32,8 T I, C FEA ( ε %) 39,5 (31,2) 40,1 (31,0) 40,5 (30,6) 40,9 (28,2) 41,2 (25,6) 41 (28,5) 40,8 (28,7) 41,3 (25,9) T II, C FEA ( ε %) 32,4 (7,6) 32,3 (5,5) 32,8 (5,8) 32,7 (2,5) 32,9 (0,3) 32,7 (2,5) 32,4 (2,2) 31,9 (2,7) Finite element modeling and analysis of 3D deformed state of RT-70 radio telescope main reflector under action of gravity Differential equations of equilibrium. Boundary conditions. Determinative relations. Quasi-static problem of the theory of elasticity in terms of displacements for heterogeneous anisotropic media is consisting in the solution of three differential equations of equilibrium and determination of displacement vector components: 4 ( u) + f = 0 C(r), where r = x kek = x1e1 + x 2e2 + x3e3 vector-radius of some point; u = u kek displacement vector; 4 = e k Hamilton derivative operator; C(r) = Cijkleie je kel fourth rank tensor of elastic moduli; x k V fvkek f = body force vector; symbol "٠" defined convolution. In addition to system of equilibrium that determine behavior of body point, boundary conditions should be considered on the surrounding the body surface S: u S = us(r) kinematical boundary conditions, where u S = uskek prescribed on the boundary displacement vector; 4 ( C(r) u) fs n = S statical boundary conditions, where f S = fskek prescribed on the boundary vector of surface load; n = n e k k unity normal vector to the surface of the body. 4 ( C(r) u) = fs S = S1 S2 u mixed boundary conditions. = u S S (r) ; n ; 1 S2 V

9 Specifying combined boundary conditions is also possible, when of three conditions that musty be defined in every point of the surface S, one (two) are formulated in terms of displacements and two (one) in terms of forces. Finite element analysis of 3D deformed state of RT-70 radio telescope under action of gravity To perform FE analysis the 3D FE model of full-circle antenna RT-70 was developed that considers three main structural elements of the real construction: main reflector, consisting of facets (thin shells); structural frame of the radio telescope and counter-reflector. Structural frame is simulated by means of 2-node beam elements BEAM189 [6] (Timoshenko beam) with 6 degrees of freedom in every node three components of displacement vector u x, u y, u z and 3 rotations r x, r y, r z. Beam model considers all tubes of structural frame (~13 000). To simulate reflector 4-node shell finite elements SHELL63 [6] with 6 degrees of freedom in every node three components of displacement vector u x, u y, u z and 3 rotations r x, r y, r z are applied. Surface of main reflector consists of non-connected surfaces, number of that is equal to the number of facets in real construction (1 188 facets). Counter-reflector is also simulated with use of 4-node shell elements SHELL57 and 8-node solid elements SOLID45 [6] with 3 degrees of freedom in every node three components of displacement vector u x, u y, u z. α angle defining orientation of main reflector relative to Earth surface, four values of angle are considered in the current paper α = 0, 30 0, 60 0, 90 0 (See Figure 8) [2,4]. Figure 8. Orientation of main reflector relative to Earth surface Physical and mechanical properties of materials: facet, counter-reflector aluminum: E 1 = 70 GPa Young s modulus, ν = 0.31 Poisson s coefficient; structural frame steel: E 1 = 210 GPa, ν = Parameters of 3D FE model: number of FE NE S = 378 3D elements; NE SH = D shell elements; NE B = D beam elements. Structural frame is constrained at two supporting rings. In Figures 9-12 displacement vector modulus fields are presented that originate in RT-70 main reflector at α = 0, 30 0, 60 0, 90 0.

10 Figure 9. Field of displacement vector modulus in RT-70 main reflector at α = 0 Figure 10. Field of displacement vector modulus in RT-70 main reflector at α = 30 0

11 Figure 11. Field of displacement vector modulus in RT-70 main reflector at α = 60 0 Figure 12. Field of displacement vector modulus in RT-70 main reflector at α = 90 0 In table 2 maximum values of displacement vector modulus in RT-70 main reflector are listed depending on orientation angle of main reflector relative to Earth surface. It follows from table 2 that maximum value of displacement vector modulus in RT-70 main reflector is observed at orientation angle equal to 60 0.

12 Table 2 α, max u, см 1,2 2,9 3,89 3,86 Conclusions 1. Thermo-mechanical problems of the full-circle radio telescope RT-70 are classified; 2. Mathematical and 3D finite element models are developed to analyze temperature fields in the radio telescope RT-70 main reflector; 3. The hierarchical sequence of FE models was developed to describe in details and analyze temperature fields originating in the radio telescope RT-70 by means of direct FE modeling; 4. 3D FE heat conduction analysis of RT-70 structure is performed; 5. It is shown that 3D FE results obtained by mean of II-level model are in good agreement with experimental results for the structures similar to RT-70; 6. Mathematical and 3D finite element models are developed to structural analysis of the construction under gravity loading; 7. 3D FE structural analysis of the construction under gravity loading analysis of RT-70 structure is performed References 1. Borovkov A.I., Zubov A.V. Finite element solutions of stationary and non-steady heat conduction non-linear thermal problems for heterogeneous anisotropic media. Moscow. VINITI publishing. No. 897-В p. (in Russian) 2. Borovkov A.I., Shevchenko D.V., Nemov A.S. Finite element modeling and analysis of 3D deformed state of RT-70 radio telescope main reflector under action of gravity // Proc. V Int. Conf. «Scientific and technical problems of prognostication and durability of structures and solution methods». St.Petersburg. SPbSPU pp Borovkov A.I., Shevchenko D.V., Gaev A.V. Finite element modeling and analysis of temperature fields in RT-70 radio telescope main reflector // Proceedings of V Int. Conf. «Scientific and technical problems of prognostication and durability of structures and solution methods». St.Petersburg. SPbSPU pp Borovkov A.I., Shevchenko D.V., Gimmelman V.G., Machuev Yu.I., Gaev A.V. Finite-Element Modeling and Thermal Analysis of the RT-70 Radio Telescope Main Reflector // Proc. IVth Int. Conf. "Antenna Theory and Techniques". Sevastopol. Ukraine pp. 5. Proc. 10 th Int. ANSYS'2002 Conf. "Simulation: Leading Design into the New Millennium". Pittsburgh. USA ANSYS theory reference. Eleventh edition. SAS IP, Inc., Zienkiewicz O.C., Taylor R.L. The Finite Element Method. Butterworth-Heinemann, 2000.

Finite Element Static, Vibration and Impact-Contact Analysis of Micromechanical Systems

Finite Element Static, Vibration and Impact-Contact Analysis of Micromechanical Systems Finite Element Static, Vibration and Impact-Contact Analysis of Micromechanical Systems Alexey I. Borovkov Eugeny V. Pereyaslavets Igor A. Artamonov Computational Mechanics Laboratory, St.Petersburg State

More information

Finite Element Simulation of the Liquid Silicon Oriented Crystallization in a Graphite Mold

Finite Element Simulation of the Liquid Silicon Oriented Crystallization in a Graphite Mold Finite Element Simulation of the Liquid Silicon Oriented Crystallization in a Graphite Mold Alexey I. Borovkov Vadim I. Suprun Computational Mechanics Laboratory, St. Petersburg State Technical University,

More information

Finite Element Modeling and Examination of Axisymmetric Thermal State of the Overvoltage Suppressor

Finite Element Modeling and Examination of Axisymmetric Thermal State of the Overvoltage Suppressor Finite Element Modeling and Examination of Axisymmetric Thermal State of the Overvoltage Suppressor Alexey I. Borovkov Victor S. Modestov Computational Mechanics Laboratory, St. Petersburg State Technical

More information

Thermal Analysis. with SolidWorks Simulation 2013 SDC. Paul M. Kurowski. Better Textbooks. Lower Prices.

Thermal Analysis. with SolidWorks Simulation 2013 SDC. Paul M. Kurowski. Better Textbooks. Lower Prices. Thermal Analysis with SolidWorks Simulation 2013 Paul M. Kurowski SDC PUBLICATIONS Schroff Development Corporation Better Textbooks. Lower Prices. www.sdcpublications.com Visit the following websites to

More information

Lecture 8. Stress Strain in Multi-dimension

Lecture 8. Stress Strain in Multi-dimension Lecture 8. Stress Strain in Multi-dimension Module. General Field Equations General Field Equations [] Equilibrium Equations in Elastic bodies xx x y z yx zx f x 0, etc [2] Kinematics xx u x x,etc. [3]

More information

FINITE ELEMENTS ANALYSIS OF THERMAL STEADY STATE, USING ANSYS

FINITE ELEMENTS ANALYSIS OF THERMAL STEADY STATE, USING ANSYS FINITE ELEMENTS ANALYSIS OF THERMAL STEADY STATE, USING ANSYS Gavril GREBENIŞAN 1, Ioan Eugen RADU 2 Ioan ANTON 3 1 University of Oradea, grebe@uoradea.ro 2 University of Oradea, iradu@uoradea.ro 3 GMAB

More information

Stress Analysis and Validation of Superstructure of 15-meter Long Bus under Normal Operation

Stress Analysis and Validation of Superstructure of 15-meter Long Bus under Normal Operation AIJSTPME (2013) 6(3): 69-74 Stress Analysis and Validation of Superstructure of 15-meter Long Bus under Normal Operation Lapapong S., Pitaksapsin N., Sucharitpwatkul S.*, Tantanawat T., Naewngerndee R.

More information

DISPENSA FEM in MSC. Nastran

DISPENSA FEM in MSC. Nastran DISPENSA FEM in MSC. Nastran preprocessing: mesh generation material definitions definition of loads and boundary conditions solving: solving the (linear) set of equations components postprocessing: visualisation

More information

Thermal Analysis with SOLIDWORKS Simulation 2015 and Flow Simulation 2015

Thermal Analysis with SOLIDWORKS Simulation 2015 and Flow Simulation 2015 Thermal Analysis with SOLIDWORKS Simulation 2015 and Flow Simulation 2015 Paul M. Kurowski SDC PUBLICATIONS Better Textbooks. Lower Prices. www.sdcpublications.com Powered by TCPDF (www.tcpdf.org) Visit

More information

Spacecraft reflectors thermomechanical analysis

Spacecraft reflectors thermomechanical analysis EPJ Web of Conferences 82, 01005 (2015) DOI: 10.1051/epjconf/20158201005 C Owned by the authors, published by EDP Sciences, 2015 Spacecraft reflectors thermomechanical analysis Viktor S. Ponomarev 1,2,a,

More information

Chapter 2 Finite Element Formulations

Chapter 2 Finite Element Formulations Chapter 2 Finite Element Formulations The governing equations for problems solved by the finite element method are typically formulated by partial differential equations in their original form. These are

More information

A Numerical Investigation of Thermal Conditions and Deformations of the Astronomical Roentgen Telescope

A Numerical Investigation of Thermal Conditions and Deformations of the Astronomical Roentgen Telescope Spectrum-Roentgen-Gamma International Experiment A Numerical Investigation of Thermal Conditions and Deformations of the Astronomical Roentgen Telescope А. Ryabov, V. Spirin, S. Gulakov, S. Garanin, S.

More information

JEPPIAAR ENGINEERING COLLEGE

JEPPIAAR ENGINEERING COLLEGE JEPPIAAR ENGINEERING COLLEGE Jeppiaar Nagar, Rajiv Gandhi Salai 600 119 DEPARTMENT OFMECHANICAL ENGINEERING QUESTION BANK VI SEMESTER ME6603 FINITE ELEMENT ANALYSIS Regulation 013 SUBJECT YEAR /SEM: III

More information

Load Cell Design Using COMSOL Multiphysics

Load Cell Design Using COMSOL Multiphysics Load Cell Design Using COMSOL Multiphysics Andrei Marchidan, Tarah N. Sullivan and Joseph L. Palladino Department of Engineering, Trinity College, Hartford, CT 06106, USA joseph.palladino@trincoll.edu

More information

Content. Department of Mathematics University of Oslo

Content. Department of Mathematics University of Oslo Chapter: 1 MEK4560 The Finite Element Method in Solid Mechanics II (January 25, 2008) (E-post:torgeiru@math.uio.no) Page 1 of 14 Content 1 Introduction to MEK4560 3 1.1 Minimum Potential energy..............................

More information

INTRODUCCION AL ANALISIS DE ELEMENTO FINITO (CAE / FEA)

INTRODUCCION AL ANALISIS DE ELEMENTO FINITO (CAE / FEA) INTRODUCCION AL ANALISIS DE ELEMENTO FINITO (CAE / FEA) Title 3 Column (full page) 2 Column What is Finite Element Analysis? 1 Column Half page The Finite Element Method The Finite Element Method (FEM)

More information

3D Finite Element Modeling and Vibration Analysis of Gas Turbine Structural Elements

3D Finite Element Modeling and Vibration Analysis of Gas Turbine Structural Elements 3D Finite Element Modeling and Vibration Analysis of Gas Turbine Structural Elements Alexey I. Borovkov Igor A. Artamonov Computational Mechanics Laboratory, St.Petersburg State Polytechnical University,

More information

Some Aspects Of Dynamic Buckling of Plates Under In Plane Pulse Loading

Some Aspects Of Dynamic Buckling of Plates Under In Plane Pulse Loading Mechanics and Mechanical Engineering Vol. 12, No. 2 (2008) 135 146 c Technical University of Lodz Some Aspects Of Dynamic Buckling of Plates Under In Plane Pulse Loading Katarzyna Kowal Michalska, Rados

More information

202 Index. failure, 26 field equation, 122 force, 1

202 Index. failure, 26 field equation, 122 force, 1 Index acceleration, 12, 161 admissible function, 155 admissible stress, 32 Airy's stress function, 122, 124 d'alembert's principle, 165, 167, 177 amplitude, 171 analogy, 76 anisotropic material, 20 aperiodic

More information

FEA Based Simulation of Ultrasonic Wave Propagation in Isotropic and Orthotropic Media

FEA Based Simulation of Ultrasonic Wave Propagation in Isotropic and Orthotropic Media 19 th World Conference on Non-Destructive Testing 016 FEA Based Simulation of Ultrasonic Wave Propagation in Isotropic and Orthotropic Media Debasis DATTA 1 1 Indian Institute of Engineering Science and

More information

MECHANICS OF MATERIALS

MECHANICS OF MATERIALS Third E CHAPTER 2 Stress MECHANICS OF MATERIALS Ferdinand P. Beer E. Russell Johnston, Jr. John T. DeWolf Lecture Notes: J. Walt Oler Texas Tech University and Strain Axial Loading Contents Stress & Strain:

More information

A Finite Element Model for Numerical Analysis of Sintering

A Finite Element Model for Numerical Analysis of Sintering A Finite Element Model for Numerical Analysis of Sintering DANIELA CÂRSTEA High-School Group of Railways, Craiova ION CÂRSTEA Department of Computer Engineering and Communication University of Craiova

More information

Finite element simulation of residual stresses in laser heating

Finite element simulation of residual stresses in laser heating IAS-2008-66-546ST Finite element simulation of residual stresses in laser heating G. H. Farrahi 1, M. Sistaninia 2, H. Moeinoddini 3 1,2-School of Mechanical Engineering, Sharif University of Technology,

More information

Finite Element Method in Geotechnical Engineering

Finite Element Method in Geotechnical Engineering Finite Element Method in Geotechnical Engineering Short Course on + Dynamics Boulder, Colorado January 5-8, 2004 Stein Sture Professor of Civil Engineering University of Colorado at Boulder Contents Steps

More information

CHAPTER 7 FINITE ELEMENT ANALYSIS OF DEEP GROOVE BALL BEARING

CHAPTER 7 FINITE ELEMENT ANALYSIS OF DEEP GROOVE BALL BEARING 113 CHAPTER 7 FINITE ELEMENT ANALYSIS OF DEEP GROOVE BALL BEARING 7. 1 INTRODUCTION Finite element computational methodology for rolling contact analysis of the bearing was proposed and it has several

More information

Plates and Shells: Theory and Computation. Dr. Mostafa Ranjbar

Plates and Shells: Theory and Computation. Dr. Mostafa Ranjbar Plates and Shells: Theory and Computation Dr. Mostafa Ranjbar Outline -1-! This part of the module consists of seven lectures and will focus on finite elements for beams, plates and shells. More specifically,

More information

3D Elasticity Theory

3D Elasticity Theory 3D lasticity Theory Many structural analysis problems are analysed using the theory of elasticity in which Hooke s law is used to enforce proportionality between stress and strain at any deformation level.

More information

Effect of Specimen Dimensions on Flexural Modulus in a 3-Point Bending Test

Effect of Specimen Dimensions on Flexural Modulus in a 3-Point Bending Test Effect of Specimen Dimensions on Flexural Modulus in a 3-Point Bending Test M. Praveen Kumar 1 and V. Balakrishna Murthy 2* 1 Mechanical Engineering Department, P.V.P. Siddhartha Institute of Technology,

More information

The Finite Element Method for Solid and Structural Mechanics

The Finite Element Method for Solid and Structural Mechanics The Finite Element Method for Solid and Structural Mechanics Sixth edition O.C. Zienkiewicz, CBE, FRS UNESCO Professor of Numerical Methods in Engineering International Centre for Numerical Methods in

More information

ENGN 2340 Final Project Report. Optimization of Mechanical Isotropy of Soft Network Material

ENGN 2340 Final Project Report. Optimization of Mechanical Isotropy of Soft Network Material ENGN 2340 Final Project Report Optimization of Mechanical Isotropy of Soft Network Material Enrui Zhang 12/15/2017 1. Introduction of the Problem This project deals with the stress-strain response of a

More information

The Finite Element Method for Computational Structural Mechanics

The Finite Element Method for Computational Structural Mechanics The Finite Element Method for Computational Structural Mechanics Martin Kronbichler Applied Scientific Computing (Tillämpad beräkningsvetenskap) January 29, 2010 Martin Kronbichler (TDB) FEM for CSM January

More information

Alternative numerical method in continuum mechanics COMPUTATIONAL MULTISCALE. University of Liège Aerospace & Mechanical Engineering

Alternative numerical method in continuum mechanics COMPUTATIONAL MULTISCALE. University of Liège Aerospace & Mechanical Engineering University of Liège Aerospace & Mechanical Engineering Alternative numerical method in continuum mechanics COMPUTATIONAL MULTISCALE Van Dung NGUYEN Innocent NIYONZIMA Aerospace & Mechanical engineering

More information

On The Temperature and Residual Stress Field During Grinding

On The Temperature and Residual Stress Field During Grinding On The Temperature and Residual Stress Field During Grinding S. M. H-Gangaraj, G. H. Farrahi and H. Ghadbeigi Abstract Grinding is widely used for manufacturing of components that require fine surface

More information

Stresses Analysis of Petroleum Pipe Finite Element under Internal Pressure

Stresses Analysis of Petroleum Pipe Finite Element under Internal Pressure ISSN : 48-96, Vol. 6, Issue 8, ( Part -4 August 06, pp.3-38 RESEARCH ARTICLE Stresses Analysis of Petroleum Pipe Finite Element under Internal Pressure Dr.Ragbe.M.Abdusslam Eng. Khaled.S.Bagar ABSTRACT

More information

FREE VIBRATION ANALYSIS OF THIN CYLINDRICAL SHELLS SUBJECTED TO INTERNAL PRESSURE AND FINITE ELEMENT ANALYSIS

FREE VIBRATION ANALYSIS OF THIN CYLINDRICAL SHELLS SUBJECTED TO INTERNAL PRESSURE AND FINITE ELEMENT ANALYSIS FREE VIBRATION ANALYSIS OF THIN CYLINDRICAL SHELLS SUBJECTED TO INTERNAL PRESSURE AND FINITE ELEMENT ANALYSIS J. Kandasamy 1, M. Madhavi 2, N. Haritha 3 1 Corresponding author Department of Mechanical

More information

Flow and Transport. c(s, t)s ds,

Flow and Transport. c(s, t)s ds, Flow and Transport 1. The Transport Equation We shall describe the transport of a dissolved chemical by water that is traveling with uniform velocity ν through a long thin tube G with uniform cross section

More information

Aircraft Structures Kirchhoff-Love Plates

Aircraft Structures Kirchhoff-Love Plates University of Liège erospace & Mechanical Engineering ircraft Structures Kirchhoff-Love Plates Ludovic Noels Computational & Multiscale Mechanics of Materials CM3 http://www.ltas-cm3.ulg.ac.be/ Chemin

More information

Law of Heat Transfer

Law of Heat Transfer Law of Heat Transfer The Fundamental Laws which are used in broad area of applications are: 1. The law of conversion of mass 2. Newton s second law of motion 3. First and second laws of thermodynamics

More information

8/1/2009. CAE 7962 Presentation

8/1/2009. CAE 7962 Presentation CAE 7962 Presentation Gavin Patey Dameion Moores Aaron Henstridge Ashley Burke Brendan Harvey Fabio Faragalli Introduction Choosing mesh properties Explanation of the types of studies available and the

More information

Back Calculation of Rock Mass Modulus using Finite Element Code (COMSOL)

Back Calculation of Rock Mass Modulus using Finite Element Code (COMSOL) Back Calculation of Rock Mass Modulus using Finite Element Code (COMSOL) Amirreza Ghasemi 1. Introduction Deformability is recognized as one of the most important parameters governing the behavior of rock

More information

Thermal Performance Prediction of the TMT Optics

Thermal Performance Prediction of the TMT Optics Thermal Performance Prediction of the TMT Optics Myung Cho *1, Andrew Corredor 2, Shane Pootrakul 2, Konstantinos Vogiatzis 3, George Angeli 3 1 GSMT Program Office, National Optical Astronomy Observatory

More information

Identification of the plastic zone using digital image correlation

Identification of the plastic zone using digital image correlation M. Rossi et alii, Frattura ed Integrità Strutturale, 3 (4) 55-557; DOI:.3/IGF-ESIS.3.66 Focussed on: Fracture and Structural Integrity related Issues Identification of the plastic zone using digital image

More information

VHITAL-160 thermal model building and 3D thermal modeling carrying-out

VHITAL-160 thermal model building and 3D thermal modeling carrying-out VHITAL-160 thermal model building and 3D thermal modeling carrying-out IEPC-2005-108 Presented at the 29 th International Electric Propulsion Conference, Princeton University, Svetlana A. Tverdokhlebova

More information

Lecture 19. Measurement of Solid-Mechanical Quantities (Chapter 8) Measuring Strain Measuring Displacement Measuring Linear Velocity

Lecture 19. Measurement of Solid-Mechanical Quantities (Chapter 8) Measuring Strain Measuring Displacement Measuring Linear Velocity MECH 373 Instrumentation and Measurements Lecture 19 Measurement of Solid-Mechanical Quantities (Chapter 8) Measuring Strain Measuring Displacement Measuring Linear Velocity Measuring Accepleration and

More information

Thermal load-induced notch stress intensity factors derived from averaged strain energy density

Thermal load-induced notch stress intensity factors derived from averaged strain energy density Available online at www.sciencedirect.com Draft ScienceDirect Draft Draft Structural Integrity Procedia 00 (2016) 000 000 www.elsevier.com/locate/procedia 21st European Conference on Fracture, ECF21, 20-24

More information

Theoretical Manual Theoretical background to the Strand7 finite element analysis system

Theoretical Manual Theoretical background to the Strand7 finite element analysis system Theoretical Manual Theoretical background to the Strand7 finite element analysis system Edition 1 January 2005 Strand7 Release 2.3 2004-2005 Strand7 Pty Limited All rights reserved Contents Preface Chapter

More information

t, s T, C 2. Temperature fluctuations.

t, s T, C 2. Temperature fluctuations. Available online at www.sciencedirect.com ScienceDirect Procedia Structural Integrity 2 (2016) 840 846 www.elsevier.com/locate/procedia 21st European Conference on Fracture, ECF21, 20-24 June 2016, Catania,

More information

If there is convective heat transfer from outer surface to fluid maintained at T W.

If there is convective heat transfer from outer surface to fluid maintained at T W. Heat Transfer 1. What are the different modes of heat transfer? Explain with examples. 2. State Fourier s Law of heat conduction? Write some of their applications. 3. State the effect of variation of temperature

More information

Continuum mechanics V. Constitutive equations. 1. Constitutive equation: definition and basic axioms

Continuum mechanics V. Constitutive equations. 1. Constitutive equation: definition and basic axioms Continuum mechanics office Math 0.107 ales.janka@unifr.ch http://perso.unifr.ch/ales.janka/mechanics Mars 16, 2011, Université de Fribourg 1. Constitutive equation: definition and basic axioms Constitutive

More information

ASSESSMENT OF MIXED UNIFORM BOUNDARY CONDITIONS FOR PREDICTING THE MACROSCOPIC MECHANICAL BEHAVIOR OF COMPOSITE MATERIALS

ASSESSMENT OF MIXED UNIFORM BOUNDARY CONDITIONS FOR PREDICTING THE MACROSCOPIC MECHANICAL BEHAVIOR OF COMPOSITE MATERIALS ASSESSMENT OF MIXED UNIFORM BOUNDARY CONDITIONS FOR PREDICTING THE MACROSCOPIC MECHANICAL BEHAVIOR OF COMPOSITE MATERIALS Dieter H. Pahr and Helmut J. Böhm Institute of Lightweight Design and Structural

More information

Chapter 5 Torsion STRUCTURAL MECHANICS: CE203. Notes are based on Mechanics of Materials: by R. C. Hibbeler, 7th Edition, Pearson

Chapter 5 Torsion STRUCTURAL MECHANICS: CE203. Notes are based on Mechanics of Materials: by R. C. Hibbeler, 7th Edition, Pearson STRUCTURAL MECHANICS: CE203 Chapter 5 Torsion Notes are based on Mechanics of Materials: by R. C. Hibbeler, 7th Edition, Pearson Dr B. Achour & Dr Eng. K. El-kashif Civil Engineering Department, University

More information

THE EFFECT OF GEOMETRY ON FATIGUE LIFE FOR BELLOWS

THE EFFECT OF GEOMETRY ON FATIGUE LIFE FOR BELLOWS Advanced Materials Development and Performance (AMDP2011) International Journal of Modern Physics: Conference Series Vol. 6 (2012) 343-348 World Scientific Publishing Company DOI: 10.1142/S2010194512003418

More information

ME FINITE ELEMENT ANALYSIS FORMULAS

ME FINITE ELEMENT ANALYSIS FORMULAS ME 2353 - FINITE ELEMENT ANALYSIS FORMULAS UNIT I FINITE ELEMENT FORMULATION OF BOUNDARY VALUE PROBLEMS 01. Global Equation for Force Vector, {F} = [K] {u} {F} = Global Force Vector [K] = Global Stiffness

More information

Methods of Analysis. Force or Flexibility Method

Methods of Analysis. Force or Flexibility Method INTRODUCTION: The structural analysis is a mathematical process by which the response of a structure to specified loads is determined. This response is measured by determining the internal forces or stresses

More information

Influence of residual stresses in the structural behavior of. tubular columns and arches. Nuno Rocha Cima Gomes

Influence of residual stresses in the structural behavior of. tubular columns and arches. Nuno Rocha Cima Gomes October 2014 Influence of residual stresses in the structural behavior of Abstract tubular columns and arches Nuno Rocha Cima Gomes Instituto Superior Técnico, Universidade de Lisboa, Portugal Contact:

More information

Fundamentals of Linear Elasticity

Fundamentals of Linear Elasticity Fundamentals of Linear Elasticity Introductory Course on Multiphysics Modelling TOMASZ G. ZIELIŃSKI bluebox.ippt.pan.pl/ tzielins/ Institute of Fundamental Technological Research of the Polish Academy

More information

Thermal deformation compensation of a composite beam using piezoelectric actuators

Thermal deformation compensation of a composite beam using piezoelectric actuators INSTITUTE OF PHYSICS PUBLISHING Smart Mater. Struct. 13 (24) 3 37 SMART MATERIALS AND STRUCTURES PII: S964-1726(4)7973-8 Thermal deformation compensation of a composite beam using piezoelectric actuators

More information

Impact Simulation of Extreme Wind Generated Missiles on Radioactive Waste Storage Facilities

Impact Simulation of Extreme Wind Generated Missiles on Radioactive Waste Storage Facilities Impact Simulation of Extreme Wind Generated Missiles on Radioactive Waste Storage Facilities Gianluca Barbella Sogin S.p.A. Structural Design Department barbella@sogin.it Rotterdam - october 24, 2013 Outline

More information

Finite Element Modeling of an Aluminum Tricycle Frame

Finite Element Modeling of an Aluminum Tricycle Frame Finite Element Modeling of an Aluminum Tricycle Frame A. Rodríguez, B. Chiné*, and J. A. Ramírez Costa Rica Institute of Technology, School of Materials Science and Engineering, Cartago, Costa Rica *Corresponding

More information

STRUCTURAL ANALYSIS OF A WESTFALL 2800 MIXER, BETA = 0.8 GFS R1. By Kimbal A. Hall, PE. Submitted to: WESTFALL MANUFACTURING COMPANY

STRUCTURAL ANALYSIS OF A WESTFALL 2800 MIXER, BETA = 0.8 GFS R1. By Kimbal A. Hall, PE. Submitted to: WESTFALL MANUFACTURING COMPANY STRUCTURAL ANALYSIS OF A WESTFALL 2800 MIXER, BETA = 0.8 GFS-411519-1R1 By Kimbal A. Hall, PE Submitted to: WESTFALL MANUFACTURING COMPANY OCTOBER 2011 ALDEN RESEARCH LABORATORY, INC. 30 Shrewsbury Street

More information

FEM STUDIES ON INCREMENTAL FORMED AND MACHINED SATELLITE STRUCTURES

FEM STUDIES ON INCREMENTAL FORMED AND MACHINED SATELLITE STRUCTURES Proceedings of the International Conference on Mechanical Engineering 2007 (ICME2007) 29-31 December 2007, Dhaa, Bangladesh ICME2007-AM-12 FEM STUDIES ON INCREMENTAL FORMED AND MACHINED SATELLITE STRUCTURES

More information

University of Sheffield The development of finite elements for 3D structural analysis in fire

University of Sheffield The development of finite elements for 3D structural analysis in fire The development of finite elements for 3D structural analysis in fire Chaoming Yu, I. W. Burgess, Z. Huang, R. J. Plank Department of Civil and Structural Engineering StiFF 05/09/2006 3D composite structures

More information

Analysis of asymmetric radial deformation in pipe with local wall thinning under internal pressure using strain energy method

Analysis of asymmetric radial deformation in pipe with local wall thinning under internal pressure using strain energy method Analysis of asymmetric radial deformation in pipe with local wall thinning under internal pressure using strain energy method V.M.F. Nascimento Departameto de ngenharia Mecânica TM, UFF, Rio de Janeiro

More information

Exact and Numerical Solution of Pure Torsional Shaft

Exact and Numerical Solution of Pure Torsional Shaft Australian Journal of Basic and Applied Sciences, 4(8): 3043-3052, 2010 ISSN 1991-8178 Exact and Numerical Solution of Pure Torsional Shaft 1 Irsyadi Yani, 2 M.A Hannan, 1 Hassan Basri, and 2 E. Scavino

More information

Procedure of simulations for Evaluations of Transient Parameters Stability for RF Cavities Due to Effects of Pulsed RF Heating

Procedure of simulations for Evaluations of Transient Parameters Stability for RF Cavities Due to Effects of Pulsed RF Heating arxiv:1812.10317v1 [physics.acc-ph] 26 Dec 2018 Procedure of simulations for Evaluations of Transient Parameters Stability for RF Cavities Due to Effects of Pulsed RF Heating V. Paramonov 1, B. Militsyn

More information

Thermo Mechanical Analysis of AV1 Diesel Engine Piston using FEM

Thermo Mechanical Analysis of AV1 Diesel Engine Piston using FEM Journal of Advanced Engineering Research ISSN: 2393-8447 Volume 2, Issue 1, 2015, pp.23-28 Thermo Mechanical Analysis of AV1 Diesel Engine Piston using FEM Subodh Kumar Sharma 1, *, P. K. Saini 2, N. K.

More information

Simulation Of Reliability For Electronic Means With Regard To Temperature Fields

Simulation Of Reliability For Electronic Means With Regard To Temperature Fields Simulation Of Reliability For Electronic Means With Regard To Temperature Fields Artyukhova M., Polesskiy S., Linetskiy B., Ivanov I. National Research University Higher School of Economics, Moscow, Russia

More information

STANDARD SAMPLE. Reduced section " Diameter. Diameter. 2" Gauge length. Radius

STANDARD SAMPLE. Reduced section  Diameter. Diameter. 2 Gauge length. Radius MATERIAL PROPERTIES TENSILE MEASUREMENT F l l 0 A 0 F STANDARD SAMPLE Reduced section 2 " 1 4 0.505" Diameter 3 4 " Diameter 2" Gauge length 3 8 " Radius TYPICAL APPARATUS Load cell Extensometer Specimen

More information

Introduction to Heat Transfer Analysis

Introduction to Heat Transfer Analysis Introduction to Heat Transfer Analysis Thermal Network Solutions with TNSolver Bob Cochran Applied Computational Heat Transfer Seattle, WA TNSolver@heattransfer.org ME 331 Introduction to Heat Transfer

More information

Thermo-Elastic Stress Analysis of the GHARR-1 Vessel during Reactor Operation Using ANSYS 13.0

Thermo-Elastic Stress Analysis of the GHARR-1 Vessel during Reactor Operation Using ANSYS 13.0 Journal of Emerging Trends in Engineering and Applied Sciences (JETEAS) 6(5): 309-314 Scholarlink Research Institute Journals, 2015 (ISSN: 2141-7016) jeteas.scholarlinkresearch.com Journal of Emerging

More information

Thermo-Mechanical Response of Functionally Graded Materials for Extreme Environments

Thermo-Mechanical Response of Functionally Graded Materials for Extreme Environments Thermo-Mechanical Response of Functionally Graded Materials for Extreme Environments Introduction In recent years, functionally graded materials (FGMs) have attracted much interest in a wide range of engineering

More information

Experimental Modal Analysis of a Flat Plate Subjected To Vibration

Experimental Modal Analysis of a Flat Plate Subjected To Vibration American Journal of Engineering Research (AJER) 2016 American Journal of Engineering Research (AJER) e-issn: 2320-0847 p-issn : 2320-0936 Volume-5, Issue-6, pp-30-37 www.ajer.org Research Paper Open Access

More information

VIBRATION ENERGY FLOW IN WELDED CONNECTION OF PLATES. 1. Introduction

VIBRATION ENERGY FLOW IN WELDED CONNECTION OF PLATES. 1. Introduction ARCHIVES OF ACOUSTICS 31, 4 (Supplement), 53 58 (2006) VIBRATION ENERGY FLOW IN WELDED CONNECTION OF PLATES J. CIEŚLIK, W. BOCHNIAK AGH University of Science and Technology Department of Robotics and Mechatronics

More information

Torsion of Shafts Learning objectives

Torsion of Shafts Learning objectives Torsion of Shafts Shafts are structural members with length significantly greater than the largest cross-sectional dimension used in transmitting torque from one plane to another. Learning objectives Understand

More information

NUMERICAL INVESTIGATION AND STATISTICAL ANALYSIS OF LASER BENDING OF TITANIUM SHEETS

NUMERICAL INVESTIGATION AND STATISTICAL ANALYSIS OF LASER BENDING OF TITANIUM SHEETS 5 th International & 26 th All India Manufacturing Technology, Design and Research Conference (AIMTDR 2014) December 12 th 14 th, 2014, IIT Guwahati, Assam, India NUMERICAL INVESTIGATION AND STATISTICAL

More information

Practice Final Examination. Please initial the statement below to show that you have read it

Practice Final Examination. Please initial the statement below to show that you have read it EN175: Advanced Mechanics of Solids Practice Final Examination School of Engineering Brown University NAME: General Instructions No collaboration of any kind is permitted on this examination. You may use

More information

. D CR Nomenclature D 1

. D CR Nomenclature D 1 . D CR Nomenclature D 1 Appendix D: CR NOMENCLATURE D 2 The notation used by different investigators working in CR formulations has not coalesced, since the topic is in flux. This Appendix identifies the

More information

Lecture #2: Split Hopkinson Bar Systems

Lecture #2: Split Hopkinson Bar Systems Lecture #2: Split Hopkinson Bar Systems by Dirk Mohr ETH Zurich, Department of Mechanical and Process Engineering, Chair of Computational Modeling of Materials in Manufacturing 2015 1 1 1 Uniaxial Compression

More information

ME 475 Modal Analysis of a Tapered Beam

ME 475 Modal Analysis of a Tapered Beam ME 475 Modal Analysis of a Tapered Beam Objectives: 1. To find the natural frequencies and mode shapes of a tapered beam using FEA.. To compare the FE solution to analytical solutions of the vibratory

More information

FINITE ELEMENT ANALYSIS OF COMPOSITE MATERIALS

FINITE ELEMENT ANALYSIS OF COMPOSITE MATERIALS FINITE ELEMENT ANALYSIS OF COMPOSITE MATERIALS Ever J. Barbero Department of Mechanical and Aerospace Engineering West Virginia University USA CRC Press Taylor &.Francis Group Boca Raton London New York

More information

Dynamic and buckling analysis of FRP portal frames using a locking-free finite element

Dynamic and buckling analysis of FRP portal frames using a locking-free finite element Fourth International Conference on FRP Composites in Civil Engineering (CICE8) 22-24July 8, Zurich, Switzerland Dynamic and buckling analysis of FRP portal frames using a locking-free finite element F.

More information

Experimental and numerical studies of the effect of high temperature to the steel structure

Experimental and numerical studies of the effect of high temperature to the steel structure Experimental and numerical studies of the effect of high temperature to the steel structure LENKA LAUSOVÁ IVETA SKOTNICOVÁ IVAN KOLOŠ MARTIN KREJSA Faculty of Civil Engineering VŠB-Technical University

More information

Shear stresses around circular cylindrical openings

Shear stresses around circular cylindrical openings Shear stresses around circular cylindrical openings P.C.J. Hoogenboom 1, C. van Weelden 1, C.B.M. Blom 1, 1 Delft University of Technology, the Netherlands Gemeentewerken Rotterdam, the Netherlands In

More information

3D Frictionless Contact Case between the Structure of E-bike and the Ground Lele ZHANG 1, a, Hui Leng CHOO 2,b * and Alexander KONYUKHOV 3,c *

3D Frictionless Contact Case between the Structure of E-bike and the Ground Lele ZHANG 1, a, Hui Leng CHOO 2,b * and Alexander KONYUKHOV 3,c * 3D Frictionless Contact Case between the Structure of E-bike and the Ground Lele ZHANG 1, a, Hui Leng CHOO 2,b * and Alexander KONYUKHOV 3,c * 1 The University of Nottingham, Ningbo, China, 199 Taikang

More information

micromachines ISSN X

micromachines ISSN X Micromachines 2014, 5, 359-372; doi:10.3390/mi5020359 Article OPEN ACCESS micromachines ISSN 2072-666X www.mdpi.com/journal/micromachines Laser Micro Bending Process of Ti6Al4V Square Bar Gang Chen and

More information

Mechanics PhD Preliminary Spring 2017

Mechanics PhD Preliminary Spring 2017 Mechanics PhD Preliminary Spring 2017 1. (10 points) Consider a body Ω that is assembled by gluing together two separate bodies along a flat interface. The normal vector to the interface is given by n

More information

Opto-Mechanical I/F for ANSYS

Opto-Mechanical I/F for ANSYS Opto-Mechanical I/F for ANSYS Victor Genberg, Gregory Michels, Keith Doyle Sigmadyne, Inc. Abstract Thermal and structural output from ANSYS is not in a form useful for optical analysis software. Temperatures,

More information

Transient response prediction of an impulsively excited structure using a scaling approach

Transient response prediction of an impulsively excited structure using a scaling approach Numerical Techniques (others): Paper ICA2016-668 Transient response prediction of an impulsively excited structure using a scaling approach Xianhui Li (a), Jing Zhang (b), Tuo Xing (c) (a) Beijing Municipal

More information

Finite Element Analysis of a Pressure Vessel and Effect of Reinforcement Pad

Finite Element Analysis of a Pressure Vessel and Effect of Reinforcement Pad IOSR Journal of Engineering (IOSRJEN) ISSN (e): 2250-3021, ISSN (p): 2278-8719 PP 18-22 www.iosrjen.org Finite Element Analysis of a Pressure Vessel and Effect of Reinforcement Pad R. R.Jain 1, G. S. Kanase

More information

6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa ( psi) and

6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa ( psi) and 6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa (15.5 10 6 psi) and an original diameter of 3.8 mm (0.15 in.) will experience only elastic deformation when a tensile

More information

Lectures on Applied Reactor Technology and Nuclear Power Safety. Lecture No 6

Lectures on Applied Reactor Technology and Nuclear Power Safety. Lecture No 6 Lectures on Nuclear Power Safety Lecture No 6 Title: Introduction to Thermal-Hydraulic Analysis of Nuclear Reactor Cores Department of Energy Technology KTH Spring 2005 Slide No 1 Outline of the Lecture

More information

7. Hierarchical modeling examples

7. Hierarchical modeling examples 7. Hierarchical modeling examples The objective of this chapter is to apply the hierarchical modeling approach discussed in Chapter 1 to three selected problems using the mathematical models studied in

More information

MARYLAND. Fundamentals of heat transfer Radiative equilibrium Surface properties Non-ideal effects. Conduction Thermal system components

MARYLAND. Fundamentals of heat transfer Radiative equilibrium Surface properties Non-ideal effects. Conduction Thermal system components Fundamentals of heat transfer Radiative equilibrium Surface properties Non-ideal effects Internal power generation Environmental temperatures Conduction Thermal system components 2003 David L. Akin - All

More information

COPYRIGHTED MATERIAL. Index

COPYRIGHTED MATERIAL. Index Index A Admissible function, 163 Amplification factor, 36 Amplitude, 1, 22 Amplitude-modulated carrier, 630 Amplitude ratio, 36 Antinodes, 612 Approximate analytical methods, 647 Assumed modes method,

More information

USE OF A LINEAR VISCOELASTIC CONSTITUTIVE LAW TO MODEL THE TIME DEPENDENT BEHAVIOUR OF ORTHOTROPIC GLASSFIBRE REINFORCED PLASTIC

USE OF A LINEAR VISCOELASTIC CONSTITUTIVE LAW TO MODEL THE TIME DEPENDENT BEHAVIOUR OF ORTHOTROPIC GLASSFIBRE REINFORCED PLASTIC USE OF A LINEAR VISCOELASTIC CONSTITUTIVE LAW TO MODEL THE TIME DEPENDENT BEHAVIOUR OF ORTHOTROPIC GLASSFIBRE REINFORCED PLASTIC Roland. M. Hinterhoelzl 1, Guenther Schullerer 1, Kurt Moser 1 1 Institut

More information

Parametric Study Of The Material On Mechanical Behavior Of Pressure Vessel

Parametric Study Of The Material On Mechanical Behavior Of Pressure Vessel Parametric Study Of The Material On Mechanical Behavior Of Pressure Vessel Dr. Mohammad Tariq Assistant Professor Mechanical Engineering Department SSET, SHIATS-Deemed University, Naini, Allahabad, U.P.,

More information

Finite Element Method

Finite Element Method Finite Element Method Finite Element Method (ENGC 6321) Syllabus Objectives Understand the basic theory of the FEM Know the behaviour and usage of each type of elements covered in this course one dimensional

More information

FRICTION AND WEAR OF CARBON-CARBON COMPOSITE PART 2: TEMPERATURE AND STRESS FIELDS ANALYSIS

FRICTION AND WEAR OF CARBON-CARBON COMPOSITE PART 2: TEMPERATURE AND STRESS FIELDS ANALYSIS FRICTION AND WEAR OF CARBON-CARBON COMPOSITE PART 2: TEMPERATURE AND STRESS FIELDS ANALYSIS Kia-Moh Teo and Khalid Lafdi NSF-University-Industry Center For Advanced Friction Studies, Southern Illinois

More information

HEAT TRANSFER AND THERMAL STRESS ANALYSIS OF WATER COOLING JACKET FOR ROCKET EXHAUST SYSTEMS

HEAT TRANSFER AND THERMAL STRESS ANALYSIS OF WATER COOLING JACKET FOR ROCKET EXHAUST SYSTEMS HEAT TRANSFER AND THERMAL STRESS ANALYSIS OF WATER COOLING JACKET FOR ROCKET EXHAUST SYSTEMS Mihai MIHAILA-ANDRES 1 Paul Virgil ROSU 2 Ion FUIOREA 3 1 PhD., Structure Analysis and Simulation Division,

More information

DEVELOPMENT OF MEASURING SYSTEM FOR STRESS BY MEANS OF IMAGE PLATE FOR LABORATORY X-RAY EXPERIMENT

DEVELOPMENT OF MEASURING SYSTEM FOR STRESS BY MEANS OF IMAGE PLATE FOR LABORATORY X-RAY EXPERIMENT Copyright JCPDS - International Centre for Diffraction Data 003, Advances in X-ray Analysis, Volume 46. 6 DEVELOPMENT OF MEASURING SYSTEM FOR STRESS BY MEANS OF IMAGE PLATE FOR LABORATORY X-RAY EXPERIMENT

More information