Code_Aster Titre : SSLV322 - Fissure longitudinale semi-elliptique dé[...] Responsable : CUVILLIEZ Sam

Size: px
Start display at page:

Download "Code_Aster Titre : SSLV322 - Fissure longitudinale semi-elliptique dé[...] Responsable : CUVILLIEZ Sam"

Transcription

1 Date 19/10/2016 Page 1/12 SSLV322 - Semi-elliptic longitudinal crack emerging in skin interns of a tube under pressure Summary This test 3D into quasi-static, enters within the framework of the validation of postprocessings in linear elastic breaking process. The structure is a tube subjected to an internal pressure and presenting a semi-elliptic crack emerging in internal skin. Three modelings are considered modeling A crack with a grid (FEM), radiant quadratic grid in face of crack with elements of Barsoum. This modeling is used as reference; modeling B X-FEM, with automatic refinement of a hexahedral linear initial grid structured; modeling C X-FEM, with automatic refinement of a free tetrahedral linear grid initial. Warning The translation process used on this website is a "Machine Translation". It may be imprecise and inaccurate in whole or in part and is

2 1 Problem of reference 1.1 Geometry Date 19/10/2016 Page 2/12 The structure is a hollow roll height 2 L, of interior ray R1 and of external ray R2. Rays R1 and R2 define its thickness W = R2 R1. The axis of revolution of this cylinder is defined by the vector y Cartesian reference mark ( O, x, y, z ), the centers of its two bases are the points of coordinates ( 0, L, 0) and ( 0, L, 0) (see Figure and Appears 1.1-2). The crack considered is longitudinal, semi-elliptic, and emerges in internal skin of the tube. It is localised in the plan of equation z=0, and is defined by an ellipse of center ( R1, 0, 0 ), of half main roads a and of small half centers b (see Figure 1.1-2). Figure transverse crosssection (y=0 plan) Figure longitudinal cross-section (z=0 plan containing the lips and the face of crack) The digital values of these geometrical parameters are the following ones 2 L=12 m R1=1 m R2=2 m W = R2 R1 =1 m a=0,25m b=0,2 m One thus has b/a=0,8 R2 / R1=1 b/w =0,2 1.2 Properties of material The material is elastic linear isotropic, with the following properties Warning The translation process used on this website is a "Machine Translation". It may be imprecise and inaccurate in whole or in part and is

3 1.3 Date 19/10/2016 Page 3/12 E=210 GPa ν=0,3 Boundary conditions and loadings The internal skin of the tube is subjected to a time-constant pressure and in space p=1 MPa, and the lips of the crack are also subjected to this same pressure. Ésuch an amount of data symmetry problem one models only the higher part of the tube, i.e. that contained in the half space y 0. One then indicates by face the lower surface defined by the intersection of the cylinder and the plan y=0. Displacements DY are blocked on this surface in order to model symmetry (see Figure 1.3-1). Figure condition of symmetry of the half-problem The modes of rigid body as for them are blocked by adding to the condition of symmetry the linear relation DX ( A)+ DX (B)=0, where A and B the points of coordinates indicate respectively ( R2, L, 0 ) and ( R2, L, 0 ) (see Figure 1.3-1). Warning The translation process used on this website is a "Machine Translation". It may be imprecise and inaccurate in whole or in part and is

4 2 Reference solution 2.1 Method of calculating Date 19/10/2016 Page 4/12 The reference solution is obtained with modeling A. 2.2 Sizes and results of reference One tests the value of the rate of refund of energy G at the point C coordinates ( R1, a,0 ) who on the half-model corresponds to the point where the face of crack emerges in internal skin, as well as the value of G at the point D coordinates ( R1 +b, 0,0 ) who corresponds to the major point of the face of crack (see Figure 2.2-1). Figure Position of the points C and D where the value of the rate of refund of energy is tested The values tested are expressed in J.m. Identification Type of reference Value of reference Notice The problem of reference corresponds to an quasi-analytical solution suggested in [1]. For as much, one does not choose this solution like reference. This solution remains however compared for each modeling of this CAS-test with the solution finite elements obtained, in the form of curve of evolution of G according to the curvilinear X-coordinate along the face (curve with the format xmgrace). 2.4 Bibliographical references [1] Murakami, Y. Stress Intensity Factors Handbook, Volume 2, p s.l. The Society of Material Sciences, Pergamon Near, Warning The translation process used on this website is a "Machine Translation". It may be imprecise and inaccurate in whole or in part and is

5 3 Modeling A 3.1 Characteristics of modeling Date 19/10/2016 Page 5/12 Modeling is used 3D phenomenon MECHANICS. The crack is with a grid (modeling FEM). 3.2 Characteristics of the grid The grid, radiating around the face of crack, was generated with the plugin blocfissure module smesh of Salome starting from a hexahedral healthy grid structured (see Figure and Appears 3.2-2). The elements are quadratic and the pentahedrons connected to the face of crack are elements of Barsoum (use in the command file of MODI_MAILLAGE/MODI_MAILLE/OPTION=' NOEUD_QUART'). The grid contains nodes; tetrahedrons; 6128 hexahedrons; 760 pyramids; 736 pentahedrons. Figure modeling A, fissured grid, torus in face of crack Figure modeling A, fissured grid 3.3 Sizes tested and results One tests the value of G at the points C and D (see Figure 2.2-1) produced by the operator CALC_G. In the table below, one will indicate by crown 1 the couple R_INF=0,016 m and R_SUP=0.032 m, and by crown 2 the couple R_INF=0,008 m and R_SUP=0.04 m. The values of reference are those obtained with the crown 1 and one smoothing LEGENDRE of degé 5. This is why the first 4 lines of the table below correspond to references of the type NON_REGRESSION (the first two lines correspond to the option CALC_G and the two following ones with the option CALC_K_G). For all the other lines, it is thus about a reference of the type. Warning The translation process used on this website is a "Machine Translation". It may be imprecise and inaccurate in whole or in part and is

6 Date 19/10/2016 Page 6/12 Identification Type of reference Value of reference Tolerance degé 5, option CALC_G ( CGleg ) NON_REGRESSION 1.E- degé 5, option CALC_G ( CGleg ) NON_REGRESSION 1.E- degé 5, option CALC_K_G ( CGKleg ) NON_REGRESSION 1.E- degé 5, option CALC_K_G ( CGKleg ) NON_REGRESSION 1.E- crown 2, smoothing LEGENDRE of degé 5, option CALC_G ( CGleg2 ) 2.E- crown 2, smoothing LEGENDRE of degé 5, option CALC_G ( CGleg2 ) 2.E- crown 1, smoothing LAGRANGE_NO_NO, option CALC_G ( CGlagno ) 13% crown 1, smoothing LAGRANGE_NO_NO, option CALC_G ( CGlagno ) 3% crown 1, smoothing LAGRANGE_NO_NO, option CALC_K_G ( CGKlano ) 5% crown 1, smoothing LAGRANGE_NO_NO, option CALC_K_G ( CGKlano ) 3% crown 1, smoothing LAGRANGE, option CALC_G ( CGlag ) 21% crown 1, smoothing LAGRANGE, option CALC_G ( CGlag ) 6% crown 1, smoothing LAGRANGE, option CALC_K_G ( CGKlag ) crown 1, smoothing LAGRANGE, option CALC_K_G ( CGKlag ) 2% Warning The translation process used on this website is a "Machine Translation". It may be imprecise and inaccurate in whole or in part and is

7 Date 19/10/2016 Page 7/12 Warning The translation process used on this website is a "Machine Translation". It may be imprecise and inaccurate in whole or in part and is

8 4 Modeling B 4.1 Characteristics of modeling Date 19/10/2016 Page 8/12 Modeling is used 3D phenomenon MECHANICS. The crack is with a grid (modeling XFEM). 4.2 Characteristics of the grid The grid is not fissured because the crack is not with a grid. One starts from a hexahedral initial healthy grid structured (see Figure 4.2-1), on which one operates loops of automatic refinement with the orders RAFF_XFEM and MACR_ADAP_MAIL. Healthy grid refined (see Figure 4.2-2) with which is carried out calculation contains nodes; 9480 tetrahedrons; hexahedrons; pyramids. Figure modeling B, longitudinal crosssection of the healthy grid refined on the level of the position of the crack Figure modeling B, initial healthy grid 4.3 Sizes tested and results One tests the value of G at the points C and D (see Figure 2.2-1) produced by the operator CALC_G. In the table below, one will indicate by crown 1 the couple R INF =0, m and R_SUP=0,01875 m, and by crown 2 the couple R_INF=0, m and R_SUP=0, m. Warning The translation process used on this website is a "Machine Translation". It may be imprecise and inaccurate in whole or in part and is

9 Date 19/10/2016 Page 9/12 Identification Type of reference Value of reference Tolerance degé 5, option CALC_G ( CGleg ) 0.8% degé 5, option CALC_G ( CGleg ) degé 5, option CALC_K_G ( CGKleg ) 0.8% degé 5, option CALC_K_G ( CGKleg ) Not C - K 1 degé 5, option CALC_K_G ( CGKleg ) % Not D - K 1 degé 5, option CALC_K_G ( CGKleg ) % crown 2, smoothing LEGENDRE of degé 5, option CALC_G ( CGleg2 ) 0.6% crown 2, smoothing LEGENDRE of degé 5, option CALC_G ( CGleg2 ) Not C - K 1 crown 2, smoothing LEGENDRE of degé 5, option CALC_K_G ( CGKleg2 ) % Not D - K 1 crown 2, smoothing LEGENDRE of degé 5, option CALC_K_G ( CGKleg2 ) % crown 1, smoothing LAGRANGE, option CALC_G ( CGla15 ) 2% crown 1, smoothing LAGRANGE, option CALC_G ( CGla15 ) Warning The translation process used on this website is a "Machine Translation". It may be imprecise and inaccurate in whole or in part and is

10 5 Modeling C 5.1 Characteristics of modeling Date 19/10/2016 Page 10/12 Modeling is used 3D phenomenon MECHANICS. The crack is with a grid (modeling XFEM). 5.2 Characteristics of the grid The grid is not fissured because the crack is not with a grid. One starts from a free tetrahedral initial grid healthy (see Figure 5.2-1), on which one operates loops of automatic refinement with the orders RAFF_XFEM and MACR_ADAP_MAIL. Healthy grid refined (see Figure 5.2-2) with which is carried out calculation contains nodes; tetrahedrons. Figure modeling C, longitudinal crosssection of the healthy grid refined on the level of the position of the crack Figure modeling C, initial healthy grid 5.3 Sizes tested and results One tests the value of G at the points C and D (see Figure 2.2-1) produced by the operator CALC_G. In the table below, one will indicate by crown 1 the couple R INF =0,0125 m and R_SUP=0,025 m, and by crown 2 the couple R_INF=0,00625 m and R_SUP=0,03125 m. Identification Type of reference Value of reference Tolerance degé 5, option CALC_G ( CGleg ) 3% Warning The translation process used on this website is a "Machine Translation". It may be imprecise and inaccurate in whole or in part and is

11 Date 19/10/2016 Page 11/12 degé 5, option CALC_G ( CGleg ) degé 5, option CALC_K_G ( CGKleg ) 3% degé 5, option CALC_K_G ( CGKleg ) Not C - K 1 degé 5, option CALC_K_G ( CGKleg ) % Not D - K 1 degé 5, option CALC_K_G ( CGKleg ) % crown 2, smoothing LEGENDRE of degé 5, option CALC_G ( CGleg2 ) 3% crown 2, smoothing LEGENDRE of degé 5, option CALC_G ( CGleg2 ) 3% Not C - K 1 crown 2, smoothing LEGENDRE of degé 5, option CALC_K_G ( CGKleg2 ) % Not D - K 1 crown 2, smoothing LEGENDRE of degé 5, option CALC_K_G ( CGKleg2 ) crown 1, smoothing LAGRANGE, option CALC_G ( CGla15 ) crown 1, smoothing LAGRANGE, option CALC_G ( CGla15 ) 5% Warning The translation process used on this website is a "Machine Translation". It may be imprecise and inaccurate in whole or in part and is

12 6 Date 19/10/2016 Page 12/12 Summary of the results The goal of this test is achieved to validate the calculation of the rate of refund of energy in a configuration 3D where elements of edge see a field theta not no one and a loading of Neumann not no one. Warning The translation process used on this website is a "Machine Translation". It may be imprecise and inaccurate in whole or in part and is

Code_Aster Titre : SSLV155 - Fissure lentille en traction Responsable : GÉNIAUT Samuel

Code_Aster Titre : SSLV155 - Fissure lentille en traction Responsable : GÉNIAUT Samuel Titre SSLV155 - Fissure lentille en traction Responsable GÉNIAUT Samuel Date 14/09/2017 Page 1/23 Clé V3.04.155 SSLV155 Crack lens in traction Summary The purpose of this test is to validate the calculation

More information

SSLV110 - Elliptic crack in an infinite medium

SSLV110 - Elliptic crack in an infinite medium Titre : SSLV110 - Fissure elliptique dans un milieu infini Date : 02/06/2016 Page : 1/18 SSLV110 - Elliptic crack in an infinite medium Summary: It is about a test in statics for a three-dimensional problem.

More information

SSLV110 - elliptic Crack in a Summarized infinite

SSLV110 - elliptic Crack in a Summarized infinite Titre : SSLV110 - Fissure elliptique dans un milieu infini Date : 12/10/2012 Page : 1/16 SSLV110 - elliptic Crack in a Summarized infinite medium: It is about a test in static for a three-dimensional problem.

More information

SDLS114 - Calculation of the stress intensity factors of a plate fissured by modal recombination

SDLS114 - Calculation of the stress intensity factors of a plate fissured by modal recombination Titre : SDLS114 Calcul des facteurs d intensité de contr[...] Date : 23/01/2013 Page : 1/11 SDLS114 - Calculation of the stress intensity factors of a plate fissured by modal recombination Summary This

More information

SSLV319 Propagation planes of a semi-elliptic crack

SSLV319 Propagation planes of a semi-elliptic crack Titre : SSLV319 - Propagation plane d'une fissure semi- el[...] Date : 04/11/2011 Page : 1/6 SSLV319 Propagation planes of a semi-elliptic crack Abstract: The purpose of this test is validating the plane

More information

SSLV318 Validation of the catalogue of tridimentionnelles cracks X-FEM

SSLV318 Validation of the catalogue of tridimentionnelles cracks X-FEM Titre : SSLV318 - Fissure X-FEM rectangulaire dans un cube Date : 14/12/2011 Page : 1/6 SSLV318 Validation of the catalogue of tridimentionnelles cracks X-FEM Summary: The purpose of this document is to

More information

SSLV318 Validation of the tridimentionnelles crack X-FEM catalog

SSLV318 Validation of the tridimentionnelles crack X-FEM catalog Titre : SSLV318 - Fissure X-FEM rectangulaire dans un cube Date : 14/12/2011 Page : 1/6 SSLV318 Validation of the tridimentionnelles crack X-FEM catalog Abstract: The purpose of this document is validating

More information

Version default Titre : Opérateur POST_K1_K2_K3 Date : 24/04/2013 Page : 1/13 Responsable : GÉNIAUT Samuel Clé : U Révision : 250f97fa420a

Version default Titre : Opérateur POST_K1_K2_K3 Date : 24/04/2013 Page : 1/13 Responsable : GÉNIAUT Samuel Clé : U Révision : 250f97fa420a Titre : Opérateur POST_K1_K2_K3 Date : 24/04/2013 Page : 1/13 Operator POST_K1_K2_K3 1 Goal To calculate the factors of intensity of the constraints in 2D and 3D. This operator allows to calculate K1,

More information

Version default Titre : Opérateur POST_K1_K2_K3 Date : 14/09/2017 Page : 1/13 Responsable : GÉNIAUT Samuel Clé : U Révision : 7a132bd7b4f6

Version default Titre : Opérateur POST_K1_K2_K3 Date : 14/09/2017 Page : 1/13 Responsable : GÉNIAUT Samuel Clé : U Révision : 7a132bd7b4f6 Titre : Opérateur POST_K1_K2_K3 Date : 14/09/2017 Page : 1/13 Operator POST_K1_K2_K3 1 Goal To calculate the factors of intensity of the constraints in 2D and 3D. This operator allows to calculate K1,

More information

FORMA20 - Mechanical adaptive grid on a beam in inflection

FORMA20 - Mechanical adaptive grid on a beam in inflection Titre : FORMA20 - Maillage adaptatif mécanique sur une pou[...] Date : 23/10/2012 Page : 1/10 FORMA20 - Mechanical adaptive grid on a beam in inflection Summary: In this CAS-test, it is a question of making

More information

SSNV146 - Regularized limiting analysis. Spherotoric bottom reserve

SSNV146 - Regularized limiting analysis. Spherotoric bottom reserve Titre : SSNV146 - Analyse limite régularisée. Réservoir à [...] Date : 04/08/2011 Page : 1/7 SSNV146 - Regularized limiting analysis. Spherotoric bottom reserve Summary This test makes it possible to qualify

More information

Code_Aster. SSNV209 Interface in contact rubbing with X-FEM

Code_Aster. SSNV209 Interface in contact rubbing with X-FEM Titre : SSNV209 - Interface en contact frottant avec X-FEM Date : 21/07/2015 Page : 1/34 SSNV209 Interface in contact rubbing with X-FEM Summary: This problem corresponds to a quasi-static analysis of

More information

Code_Aster. SSNV512 Block cut out by a vertical crack connecting between 2 horizontal cracks with X-FEM

Code_Aster. SSNV512 Block cut out by a vertical crack connecting between 2 horizontal cracks with X-FEM Titre : SSNV512 Bloc découpé par une fissure verticale s[...] Date : 14/10/2011 Page : 1/25 SSNV512 Block cut out by a vertical crack connecting between 2 horizontal cracks with X-FEM Summarized: This

More information

RELIABILITY OF THE FEM CALCULATIONS OF THE FRACTURE MECHANICS PARAMETERS

RELIABILITY OF THE FEM CALCULATIONS OF THE FRACTURE MECHANICS PARAMETERS International Conference on Economic Engineering and Manufacturing Systems Braşov, 26 27 November 2009 RELIABILITY OF THE FEM CALCULATIONS OF THE FRACTURE MECHANICS PARAMETERS Galina TODOROVA, Valentin

More information

F.M. with Finite Element analysis - Different calculation techniques + Numerical examples (ANSYS Workbench) 1/2

F.M. with Finite Element analysis - Different calculation techniques + Numerical examples (ANSYS Workbench) 1/2 Task 6 - Safety Review and Licensing On the Job Training on Stress Analysis F.M. with Finite Element analysis - Different calculation techniques + Numerical examples (ANSYS Workbench) 1/2 Davide Mazzini

More information

CHAPTER 1. Introduction

CHAPTER 1. Introduction ME 475: Computer-Aided Design of Structures 1-1 CHAPTER 1 Introduction 1.1 Analysis versus Design 1.2 Basic Steps in Analysis 1.3 What is the Finite Element Method? 1.4 Geometrical Representation, Discretization

More information

VOLCANIC DEFORMATION MODELLING: NUMERICAL BENCHMARKING WITH COMSOL

VOLCANIC DEFORMATION MODELLING: NUMERICAL BENCHMARKING WITH COMSOL VOLCANIC DEFORMATION MODELLING: NUMERICAL BENCHMARKING WITH COMSOL The following is a description of the model setups and input/output parameters for benchmarking analytical volcanic deformation models

More information

Metafor FE Software. 2. Operator split. 4. Rezoning methods 5. Contact with friction

Metafor FE Software. 2. Operator split. 4. Rezoning methods 5. Contact with friction ALE simulations ua sus using Metafor eao 1. Introduction 2. Operator split 3. Convection schemes 4. Rezoning methods 5. Contact with friction 1 Introduction EULERIAN FORMALISM Undistorted mesh Ideal for

More information

SSNV146 - Regularized limit analysis. Spherotoric bottom reserve

SSNV146 - Regularized limit analysis. Spherotoric bottom reserve Titre : SSNV146 - Analyse limite régularisée. Réservoir à [...] Date : 04/08/2011 Page : 1/7 SSNV146 - Regularized limit analysis. Spherotoric bottom reserve Abstract This test makes it possible to qualify

More information

FORMA02 - Practical works of the formation Initiation : pipe bent under thermomechanical and dynamic request

FORMA02 - Practical works of the formation Initiation : pipe bent under thermomechanical and dynamic request Titre : FORMA02 - Travaux pratiques de la formation «Init[...] Date : 02/05/2018 Page : 1/16 FORMA02 - Practical works of the formation Initiation : pipe bent under thermomechanical and dynamic request

More information

SSLX103 Inflection of a reinforced concrete 3D beam with reinforcements modelled by bars

SSLX103 Inflection of a reinforced concrete 3D beam with reinforcements modelled by bars Titre : SSLX103 Flexion d'une poutre en béton armé 3D av[...] Date : 29/08/2012 Page : 1/7 SSLX103 Inflection of a reinforced concrete 3D beam with reinforcements modelled by bars Summary: The objective

More information

ATENA Program Documentation Part 4-2. Tutorial for Program ATENA 3D. Written by: Jan Červenka, Zdenka Procházková, Tereza Sajdlová

ATENA Program Documentation Part 4-2. Tutorial for Program ATENA 3D. Written by: Jan Červenka, Zdenka Procházková, Tereza Sajdlová Červenka Consulting s.ro. Na Hrebenkach 55 150 00 Prague Czech Republic Phone: +420 220 610 018 E-mail: cervenka@cervenka.cz Web: http://www.cervenka.cz ATENA Program Documentation Part 4-2 Tutorial for

More information

FRANC3D & BES Benchmarking

FRANC3D & BES Benchmarking FRANC3D & BES Benchmarking Version 2.6 2003 1 Introduction FRANC3D/BES is capable of evaluating stress intensity factors (SIFs) along threedimensional crack fronts and then propagating these cracks. It

More information

3D Finite Element Software for Cracks. Version 3.2. Benchmarks and Validation

3D Finite Element Software for Cracks. Version 3.2. Benchmarks and Validation 3D Finite Element Software for Cracks Version 3.2 Benchmarks and Validation October 217 1965 57 th Court North, Suite 1 Boulder, CO 831 Main: (33) 415-1475 www.questintegrity.com http://www.questintegrity.com/software-products/feacrack

More information

Exercise 2: Mesh Resolution, Element Shapes, Basis Functions & Convergence Analyses

Exercise 2: Mesh Resolution, Element Shapes, Basis Functions & Convergence Analyses Exercise 2: Mesh Resolution, Element Shapes, Basis Functions & Convergence Analyses Goals In this exercise, we will explore the strengths and weaknesses of different element types (tetrahedrons vs. hexahedrons,

More information

Recent Advances on Higher Order 27-node Hexahedral Element in LS-DYNA

Recent Advances on Higher Order 27-node Hexahedral Element in LS-DYNA 14 th International LS-DYNA Users Conference Session: Simulation Recent Advances on Higher Order 27-node Hexahedral Element in LS-DYNA Hailong Teng Livermore Software Technology Corp. Abstract This paper

More information

FRANC3D / OSM Tutorial Slides

FRANC3D / OSM Tutorial Slides FRANC3D / OSM Tutorial Slides October, 2003 Cornell Fracture Group Tutorial Example Hands-on-training learn how to use OSM to build simple models learn how to do uncracked stress analysis using FRANC3D

More information

FEA of Pressure Vessel and Nozzle Junction DHARMIT THAKORE MOONISH ENTERPRISES PTY LTD

FEA of Pressure Vessel and Nozzle Junction DHARMIT THAKORE MOONISH ENTERPRISES PTY LTD 2013 FEA of Pressure Vessel and Nozzle Junction DHARMIT THAKORE MOONISH ENTERPRISES PTY LTD Executive Summary The main objective of this project was to understand the Finite Element Analysis capability

More information

Code_Aster. SSND106: Multiple tractions rotations in great deformations, isotropic work hardening

Code_Aster. SSND106: Multiple tractions rotations in great deformations, isotropic work hardening Titre : SSD106 - Tractions rotations multiples en grandes[...] Date : 06/06/2016 Page : 1/9 SSD106: Multiple tractions rotations in great deformations, isotropic work hardening Summary: This test models

More information

SSLV117 Validation of modeling second gradient of dilation in 3D

SSLV117 Validation of modeling second gradient of dilation in 3D Titre : SSLV11 - Validation de la modélisation second gra[...] Date : 31/10/2011 Page : 1/5 Responsable : FERNANDES Roméo Clé : V3.04.11 Révision : 3fe03920232 SSLV11 Validation of modeling second gradient

More information

3D NURBS-ENHANCED FINITE ELEMENT METHOD

3D NURBS-ENHANCED FINITE ELEMENT METHOD 7th Workshop on Numerical Methods in Applied Science and Engineering (NMASE 8) Vall de Núria, 9 a 11 de enero de 28 c LaCàN, www.lacan-upc.es 3D NURBS-ENHANCED FINITE ELEMENT METHOD R. Sevilla, S. Fernández-Méndez

More information

Linear Elastic Fracture Mechanics (LEFM) Analysis of Flaws within Residual Stress Fields

Linear Elastic Fracture Mechanics (LEFM) Analysis of Flaws within Residual Stress Fields Linear Elastic Fracture Mechanics (LEFM) Analysis of Flaws within Residual Stress Fields David Woyak 1, Brian Baillargeon, Ramesh Marrey, and Randy Grishaber 2 1 Dassault Systemés SIMULIA Corporation &

More information

Chapter 3 Analysis of Original Steel Post

Chapter 3 Analysis of Original Steel Post Chapter 3. Analysis of original steel post 35 Chapter 3 Analysis of Original Steel Post This type of post is a real functioning structure. It is in service throughout the rail network of Spain as part

More information

CHAPTER-10 DYNAMIC SIMULATION USING LS-DYNA

CHAPTER-10 DYNAMIC SIMULATION USING LS-DYNA DYNAMIC SIMULATION USING LS-DYNA CHAPTER-10 10.1 Introduction In the past few decades, the Finite Element Method (FEM) has been developed into a key indispensable technology in the modeling and simulation

More information

Federal Institute for Materials Research and Testing (BAM), Unter den Eichen 87, Berlin, Germany

Federal Institute for Materials Research and Testing (BAM), Unter den Eichen 87, Berlin, Germany Jannis Bulling 1, Jens Prager 1, Fabian Krome 1 1 Federal Institute for Materials Research and Testing (BAM), Unter den Eichen 87, 12205 Berlin, Germany Abstract: This paper addresses the computation of

More information

II. FINITE ELEMENT MODEL OF CYLINDRICAL ROLLER BEARING

II. FINITE ELEMENT MODEL OF CYLINDRICAL ROLLER BEARING RESEARCH INVENTY: International Journal of Engineering and Science ISSN: 2278-4721, Vol. 1, Issue 1 (Aug 2012), PP 8-13 www.researchinventy.com Study of Interval of Arc Modification Length of Cylindrical

More information

Integrated FEM-based. package for Fatigue and Damage Tolerance - SAFE

Integrated FEM-based. package for Fatigue and Damage Tolerance - SAFE Integrated FEM-based package for Fatigue and Damage Tolerance - SAFE Emmanuelle ALIOS Jean-Pascal KLEINERMANN 1 Content Introduction Airbus France tool : SAFE General overview Assessment of initiation

More information

THREE-DIMENSIONAL PROBLEM OF THE THEORY OF ELASTICITY STRESS IN A THICK-WALLED PRESSURE VESSEL

THREE-DIMENSIONAL PROBLEM OF THE THEORY OF ELASTICITY STRESS IN A THICK-WALLED PRESSURE VESSEL THREE-DIMENSIONAL PROBLEM OF THE THEORY OF ELASTICITY STRESS IN A THICK-WALLED PRESSURE VESSEL 1. INTRODUCTION Three-dimensional problem of the theory of elasticity includes an elastic body with defined

More information

SSNV174 - Taking into account of the endogenous withdrawal and the withdrawal of desiccation in the models BETON_UMLV and BETON_BURGER

SSNV174 - Taking into account of the endogenous withdrawal and the withdrawal of desiccation in the models BETON_UMLV and BETON_BURGER Titre : SSNV174 - Prise en compte du retrait endogène et d[...] Date : 18/04/2018 Page : 1/9 SSNV174 - Taking into account of the endogenous withdrawal and the withdrawal of desiccation in the models BETON_UMLV

More information

Exercise 1. 3-Point Bending Using the Static Structural Module of. Ansys Workbench 14.0

Exercise 1. 3-Point Bending Using the Static Structural Module of. Ansys Workbench 14.0 Exercise 1 3-Point Bending Using the Static Structural Module of Contents Ansys Workbench 14.0 Learn how to...1 Given...2 Questions...2 Taking advantage of symmetries...2 A. Getting started...3 A.1 Choose

More information

LS-DYNA s Linear Solver Development Phase 1: Element Validation

LS-DYNA s Linear Solver Development Phase 1: Element Validation LS-DYNA s Linear Solver Development Phase 1: Element Validation Allen T. Li 1, Zhe Cui 2, Yun Huang 2 1 Ford Motor Company 2 Livermore Software Technology Corporation Abstract LS-DYNA is a well-known multi-purpose

More information

AXIAL OF OF THE. M. W. Hyer. To mitigate the. Virginia. SUMMARY. the buckling. circumference, Because of their. could.

AXIAL OF OF THE. M. W. Hyer. To mitigate the. Virginia. SUMMARY. the buckling. circumference, Because of their. could. IMPROVEMENT OF THE AXIAL BUCKLING CAPACITY OF COMPOSITE ELLIPTICAL CYLINDRICAL SHELLS M. W. Hyer Department of Engineering Science and Mechanics (0219) Virginia Polytechnic Institute and State University

More information

SAMCEF for ROTORS. Chapter 3.2: Rotor modeling. This document is the property of SAMTECH S.A. MEF A, Page 1

SAMCEF for ROTORS. Chapter 3.2: Rotor modeling. This document is the property of SAMTECH S.A. MEF A, Page 1 SAMCEF for ROTORS Chapter 3.2: Rotor modeling This document is the property of SAMTECH S.A. MEF 101-03-2-A, Page 1 Table of contents Introduction Introduction 1D Model 2D Model 3D Model 1D Models: Beam-Spring-

More information

COMPUTER AIDED ENGINEERING. Part-1

COMPUTER AIDED ENGINEERING. Part-1 COMPUTER AIDED ENGINEERING Course no. 7962 Finite Element Modelling and Simulation Finite Element Modelling and Simulation Part-1 Modeling & Simulation System A system exists and operates in time and space.

More information

THE EFFECT OF THE FREE SURFACE ON THE SINGULAR STRESS FIELD AT THE FATIGUE CRACK FRONT

THE EFFECT OF THE FREE SURFACE ON THE SINGULAR STRESS FIELD AT THE FATIGUE CRACK FRONT Journal of MECHANICAL ENGINEERING Strojnícky časopis, VOL 67 (2017), NO 2, 69-76 THE EFFECT OF THE FREE SURFACE ON THE SINGULAR STRESS FIELD AT THE FATIGUE CRACK FRONT OPLT Tomáš 1,2, POKORNÝ Pavel 2,

More information

AN IMPROVED METHOD TO MODEL SEMI-ELLIPTICAL SURFACE CRACKS USING ELEMENT MISMATCH IN ABAQUS

AN IMPROVED METHOD TO MODEL SEMI-ELLIPTICAL SURFACE CRACKS USING ELEMENT MISMATCH IN ABAQUS AN IMPROVED METHOD TO MODEL SEMI-ELLIPTICAL SURFACE CRACKS USING ELEMENT MISMATCH IN ABAQUS R. H. A. Latiff and F. Yusof School of Mechanical Engineering, UniversitiSains, Malaysia E-Mail: mefeizal@usm.my

More information

THREE DIMENSIONAL DYNAMIC STRESS ANALYSES FOR A GEAR TEETH USING FINITE ELEMENT METHOD

THREE DIMENSIONAL DYNAMIC STRESS ANALYSES FOR A GEAR TEETH USING FINITE ELEMENT METHOD THREE DIMENSIONAL DYNAMIC STRESS ANALYSES FOR A GEAR TEETH USING FINITE ELEMENT METHOD Haval Kamal Asker Department of Mechanical Engineering, Faculty of Agriculture and Forestry, Duhok University, Duhok,

More information

Section 7.2 Volume: The Disk Method

Section 7.2 Volume: The Disk Method Section 7. Volume: The Disk Method White Board Challenge Find the volume of the following cylinder: No Calculator 6 ft 1 ft V 3 1 108 339.9 ft 3 White Board Challenge Calculate the volume V of the solid

More information

ANSYS Tutorial Version 6

ANSYS Tutorial Version 6 ANSYS Tutorial Version 6 Fracture Analysis Consultants, Inc www.fracanalysis.com Revised: November 2011 Table of Contents: 1.0 Introduction... 4 2.0 Tutorial 1: Crack Insertion and Growth in a Cube...

More information

COLLAPSE LOAD OF PIPE BENDS WITH ASSUMED AND ACTUAL CROSS SECTIONS UNDER IN-PLANE AND OUT-OF-PLANE MOMENTS

COLLAPSE LOAD OF PIPE BENDS WITH ASSUMED AND ACTUAL CROSS SECTIONS UNDER IN-PLANE AND OUT-OF-PLANE MOMENTS VOL., NO., NOVEMBER 6 ISSN 8968 6-6 Asian Research Publishing Network (ARPN). All rights reserved. COLLAPSE LOAD OF PIPE BENDS WITH ASSUMED AND ACTUAL CROSS SECTIONS UNDER IN-PLANE AND OUT-OF-PLANE MOMENTS

More information

A Locking-free Smoothed Finite Element Formulation (Modified Selective FS/NS-FEM-T4) with Tetrahedral Mesh Rezoning for Large Deformation Problems

A Locking-free Smoothed Finite Element Formulation (Modified Selective FS/NS-FEM-T4) with Tetrahedral Mesh Rezoning for Large Deformation Problems A Locking-free Smoothed Finite Element Formulation (Modified Selective FS/NS-FEM-T4) with Tetrahedral Mesh Rezoning for Large Deformation Problems Yuki ONISHI, Kenji AMAYA Tokyo Institute of Technology

More information

Simulation of NDT Inspection in 3D Elastic Waveguide Involving Arbitrary Defect

Simulation of NDT Inspection in 3D Elastic Waveguide Involving Arbitrary Defect 19 th World Conference on Non-Destructive Testing 2016 Simulation of NDT Inspection in 3D Elastic Waveguide Involving Arbitrary Defect Vahan BARONIAN 1, Karim JEZZINE 2 1 CEA LIST, Gif-sur-Yvette, France

More information

[Mittal*, 5(4): April, 2016] ISSN: (I2OR), Publication Impact Factor: 3.785

[Mittal*, 5(4): April, 2016] ISSN: (I2OR), Publication Impact Factor: 3.785 IJESRT INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY MATHEMATICAL MODELLING AND FINITE ELEMENT ANALYSIS OF SUSPENSION FORK FOR TWO WHEELERS Atishey Mittal*, Anshul Verma, Piyush Sethi

More information

Introduction to the Finite Element Method (3)

Introduction to the Finite Element Method (3) Introduction to the Finite Element Method (3) Petr Kabele Czech Technical University in Prague Faculty of Civil Engineering Czech Republic petr.kabele@fsv.cvut.cz people.fsv.cvut.cz/~pkabele 1 Outline

More information

Implementation in COMSOL

Implementation in COMSOL Implementation in COMSOL The transient Navier-Stoke equation will be solved in COMSOL. A text (.txt) file needs to be created that contains the velocity at the inlet of the common carotid (calculated as

More information

BEARING CAPACITY OF STRIP FOOTING

BEARING CAPACITY OF STRIP FOOTING BEARING CAPACITY OF STRIP FOOTING BEARING CAPACITY OF STRIP FOOTING This document describes an example that has been used to verify the bearing capacity of strip footing in PLAXIS. F 1 m ½ B c ref ν =

More information

Comparison of 3-D Fracture Analysis Methods Based on ANSYS Workbench

Comparison of 3-D Fracture Analysis Methods Based on ANSYS Workbench International Conference on Material Science, Energy and Environmental Engineering (MSEEE 2017) Comparison of 3-D Fracture Analysis Methods Based on ANSYS Workbench Dejun Liua, Fang Xieb and Ningbo Gaoc

More information

Problem description. It is desired to analyze the cracked body shown using a 3D finite element mesh: Top view. 50 radius. Material properties:

Problem description. It is desired to analyze the cracked body shown using a 3D finite element mesh: Top view. 50 radius. Material properties: Problem description It is desired to analyze the cracked body shown using a 3D finite element mesh: Top view 30 50 radius 30 Material properties: 5 2 E = 2.07 10 N/mm = 0.29 All dimensions in mm Crack

More information

Modeling the Acoustic Scattering from Axially Symmetric Fluid, Elastic, and Poroelastic Objects due to Nonsymmetric Forcing Using COMSOL Multiphysics

Modeling the Acoustic Scattering from Axially Symmetric Fluid, Elastic, and Poroelastic Objects due to Nonsymmetric Forcing Using COMSOL Multiphysics Modeling the Acoustic Scattering from Axially Symmetric Fluid, Elastic, and Poroelastic Objects due to Nonsymmetric Forcing Using COMSOL Multiphysics Anthony L. Bonomo *1 and Marcia J. Isakson 1 1 Applied

More information

UMAT001 Test of the Code_Aster-Umat interface in linear thermoelasticity

UMAT001 Test of the Code_Aster-Umat interface in linear thermoelasticity Titre : UMAT001 - Test de l'interface Code_Aster-Umat en t[...] Date : 22/02/2013 Page : 1/5 UMAT001 Test of the Code_Aster-Umat interface in linear thermoelasticity Summarized: One carries out, on a linear

More information

Mixed Mode Fracture of Through Cracks In Nuclear Reactor Steam Generator Helical Coil Tube

Mixed Mode Fracture of Through Cracks In Nuclear Reactor Steam Generator Helical Coil Tube Journal of Materials Science & Surface Engineering Vol. 3 (4), 2015, pp 298-302 Contents lists available at http://www.jmsse.org/ Journal of Materials Science & Surface Engineering Mixed Mode Fracture

More information

A Computational Study of Local Stress Intensity Factor Solutions for Kinked Cracks Near Spot Welds in Lap- Shear Specimens

A Computational Study of Local Stress Intensity Factor Solutions for Kinked Cracks Near Spot Welds in Lap- Shear Specimens A Computational Study of Local Stress ntensity Factor Solutions for Kinked Cracks Near Spot Welds in Lap- Shear Specimens D.-A. Wang a and J. Pan b* a Mechanical & Automation Engineering, Da-Yeh University,

More information

Lateral Loading of Suction Pile in 3D

Lateral Loading of Suction Pile in 3D Lateral Loading of Suction Pile in 3D Buoy Chain Sea Bed Suction Pile Integrated Solver Optimized for the next generation 64-bit platform Finite Element Solutions for Geotechnical Engineering 00 Overview

More information

ASME Verification and Validation Symposium May 13-15, 2015 Las Vegas, Nevada. Phillip E. Prueter, P.E.

ASME Verification and Validation Symposium May 13-15, 2015 Las Vegas, Nevada. Phillip E. Prueter, P.E. VVS2015-8015: Comparing Closed-Form Solutions to Computational Methods for Predicting and Validating Stresses at Nozzle-to-Shell Junctions on Pressure Vessels Subjected to Piping Loads ASME Verification

More information

Settlement Analysis of a Strip Footing Linear Static Analysis (Benchmark Example)

Settlement Analysis of a Strip Footing Linear Static Analysis (Benchmark Example) Settlement Analysis of a Strip Footing Linear Static Analysis (Benchmark Example) analys: linear static. constr: suppor. elemen: ct12e pstrai. load: edge elemen force. materi: elasti isotro porosi. option:

More information

3. Preprocessing of ABAQUS/CAE

3. Preprocessing of ABAQUS/CAE 3.1 Create new model database 3. Preprocessing of ABAQUS/CAE A finite element analysis in ABAQUS/CAE starts from create new model database in the toolbar. Then save it with a name user defined. To build

More information

Calculus III. Math 233 Spring In-term exam April 11th. Suggested solutions

Calculus III. Math 233 Spring In-term exam April 11th. Suggested solutions Calculus III Math Spring 7 In-term exam April th. Suggested solutions This exam contains sixteen problems numbered through 6. Problems 5 are multiple choice problems, which each count 5% of your total

More information

Meshing of flow and heat transfer problems

Meshing of flow and heat transfer problems Meshing of flow and heat transfer problems Luyao Zou a, Zhe Li b, Qiqi Fu c and Lujie Sun d School of, Shandong University of science and technology, Shandong 266590, China. a zouluyaoxf@163.com, b 1214164853@qq.com,

More information

HPC Computer Aided CINECA

HPC Computer Aided CINECA HPC Computer Aided Engineering @ CINECA Raffaele Ponzini Ph.D. CINECA SuperComputing Applications and Innovation Department SCAI 16-18 June 2014 Segrate (MI), Italy Outline Open-source CAD and Meshing

More information

Institute of Mechatronics and Information Systems

Institute of Mechatronics and Information Systems EXERCISE 4 Free vibrations of an electrical machine model Target Getting familiar with the fundamental issues of free vibrations analysis of a simplified model of an electrical machine, with the use of

More information

Buckling Analysis of a Thin Plate

Buckling Analysis of a Thin Plate Buckling Analysis of a Thin Plate Outline 1 Description 2 Modeling approach 3 Finite Element Model 3.1 Units 3.2 Geometry definition 3.3 Properties 3.4 Boundary conditions 3.5 Loads 3.6 Meshing 4 Structural

More information

DEVELOPMENT OF THE THIN-WALL-2 PROGRAM FOR BUCKLING ANALYSIS OF THIN-WALLED SECTIONS UNDER GENERALISED LOADING

DEVELOPMENT OF THE THIN-WALL-2 PROGRAM FOR BUCKLING ANALYSIS OF THIN-WALLED SECTIONS UNDER GENERALISED LOADING Eighth International Conference on ADVANCES IN STEEL STRUCTURES Lisbon, Portugal, July 22-24, 2015 DEVELOPMENT OF THE THIN-WALL-2 PROGRAM FOR BUCKLING ANALYSIS OF THIN-WALLED SECTIONS UNDER GENERALISED

More information

Polygons and Convexity

Polygons and Convexity Geometry Week 4 Sec 2.5 to ch. 2 test Polygons and Convexity section 2.5 convex set has the property that any two of its points determine a segment contained in the set concave set a set that is not convex

More information

ES 128: Computer Assignment #4. Due in class on Monday, 12 April 2010

ES 128: Computer Assignment #4. Due in class on Monday, 12 April 2010 ES 128: Computer Assignment #4 Due in class on Monday, 12 April 2010 Task 1. Study an elastic-plastic indentation problem. This problem combines plasticity with contact mechanics and has many rich aspects.

More information

Analysis of Contact Stress between Cylindrical Roller and Outer Ring Raceway with Taper Error Using ANSYS

Analysis of Contact Stress between Cylindrical Roller and Outer Ring Raceway with Taper Error Using ANSYS ; ISSN 1913-1844 E-ISSN 1913-1852 Published by Canadian Center of Science and Education Analysis of Contact Stress between Cylindrical Roller and Outer Ring Raceway with Taper Error Using ANSYS Xintao

More information

Moore Catholic High School Math Department

Moore Catholic High School Math Department Moore Catholic High School Math Department Geometry Vocabulary The following is a list of terms and properties which are necessary for success in a Geometry class. You will be tested on these terms during

More information

CHAPTER 6 EXPERIMENTAL AND FINITE ELEMENT SIMULATION STUDIES OF SUPERPLASTIC BOX FORMING

CHAPTER 6 EXPERIMENTAL AND FINITE ELEMENT SIMULATION STUDIES OF SUPERPLASTIC BOX FORMING 113 CHAPTER 6 EXPERIMENTAL AND FINITE ELEMENT SIMULATION STUDIES OF SUPERPLASTIC BOX FORMING 6.1 INTRODUCTION Superplastic properties are exhibited only under a narrow range of strain rates. Hence, it

More information

Hydro-elastic analysis of a propeller using CFD and FEM co-simulation

Hydro-elastic analysis of a propeller using CFD and FEM co-simulation Fifth International Symposium on Marine Propulsors smp 17, Espoo, Finland, June 2017 Hydro-elastic analysis of a propeller using CFD and FEM co-simulation Vesa Nieminen 1 1 VTT Technical Research Centre

More information

ANALYSIS AND OPTIMIZATION OF FLYWHEEL

ANALYSIS AND OPTIMIZATION OF FLYWHEEL Int. J. Mech. Eng. & Rob. Res. 2012 Sushama G Bawane et al., 2012 Research Paper ISSN 2278 0149 www.ijmerr.com Vol. 1, No. 2, July 2012 2012 IJMERR. All Rights Reserved ANALYSIS AND OPTIMIZATION OF FLYWHEEL

More information

CHAPTER 4. Numerical Models. descriptions of the boundary conditions, element types, validation, and the force

CHAPTER 4. Numerical Models. descriptions of the boundary conditions, element types, validation, and the force CHAPTER 4 Numerical Models This chapter presents the development of numerical models for sandwich beams/plates subjected to four-point bending and the hydromat test system. Detailed descriptions of the

More information

Stress analysis of toroidal shell

Stress analysis of toroidal shell Stress analysis of toroidal shell Cristian PURDEL*, Marcel STERE** *Corresponding author Department of Aerospace Structures INCAS - National Institute for Aerospace Research Elie Carafoli Bdul Iuliu Maniu

More information

An Explanation on Computation of Fracture Mechanics Parameters in ANSYS

An Explanation on Computation of Fracture Mechanics Parameters in ANSYS University of Tennessee Space Institute Department of Mechanical, Aerospace & Biomedical Engineering Fracture Mechanics Course (ME 524) An Explanation on Computation of Fracture Mechanics Parameters in

More information

Elfini Solver Verification

Elfini Solver Verification Page 1 Elfini Solver Verification Preface Using this Guide Where to Find More Information Conventions What's new User Tasks Static Analysis Cylindrical Roof Under its Own Weight Morley's Problem Twisted

More information

ME 475 FEA of a Composite Panel

ME 475 FEA of a Composite Panel ME 475 FEA of a Composite Panel Objectives: To determine the deflection and stress state of a composite panel subjected to asymmetric loading. Introduction: Composite laminates are composed of thin layers

More information

SSLL117 Validation of the modelizations second Summarized

SSLL117 Validation of the modelizations second Summarized Titre : SSLL117 - Validation des modélisations second grad[...] Date : 21/10/2011 Page : 1/13 SSLL117 Validation of the modelizations second Summarized gradient: This test makes it possible to validate

More information

Data Representation in Visualisation

Data Representation in Visualisation Data Representation in Visualisation Visualisation Lecture 4 Taku Komura Institute for Perception, Action & Behaviour School of Informatics Taku Komura Data Representation 1 Data Representation We have

More information

Sliding Split Tube Telescope

Sliding Split Tube Telescope LESSON 15 Sliding Split Tube Telescope Objectives: Shell-to-shell contact -accounting for shell thickness. Creating boundary conditions and loads by way of rigid surfaces. Simulate large displacements,

More information

Code_Aster Titre : SSNP168 - Endommagement d'éprouvettes béton de typ[...] Responsable : KAZYMYRENKO Cyril

Code_Aster Titre : SSNP168 - Endommagement d'éprouvettes béton de typ[...] Responsable : KAZYMYRENKO Cyril Titre SSNP168 - Endommagement d'éprouvettes béton de typ[...] Responsable KAZYMYRENKO Cyril Date 13/10/2016 Page 1/28 Clé V6.03.168 SSNP168 - Damage of test-tubes concrete of the type Nooru-Mohamed Summary

More information

Growth simulation for 3D surface and through-thickness cracks using SGBEM-FEM alternating method

Growth simulation for 3D surface and through-thickness cracks using SGBEM-FEM alternating method Journal of Mechanical Science and Technology 5 (9) (011) 335~344 www.springerlink.com/content/1738-494x DOI 10.1007/s106-011-058-3 Growth simulation for 3D surface and through-thickness cracks using SG-FEM

More information

ME 442. Marc/Mentat-2011 Tutorial-1

ME 442. Marc/Mentat-2011 Tutorial-1 ME 442 Overview Marc/Mentat-2011 Tutorial-1 The purpose of this tutorial is to introduce the new user to the MSC/MARC/MENTAT finite element program. It should take about one hour to complete. The MARC/MENTAT

More information

Version default Titre : Opérateur PROPA_FISS Date : 31/05/2016 Page : 1/18 Responsable : GÉNIAUT Samuel Clé : U Révision : 05c6450f94fe

Version default Titre : Opérateur PROPA_FISS Date : 31/05/2016 Page : 1/18 Responsable : GÉNIAUT Samuel Clé : U Révision : 05c6450f94fe Titre : Opérateur PROPA_FISS Date : 31/05/2016 Page : 1/18 Operator PROPA_FISS 1 Goal The goal of the operator PROPA_FISS is to make propagate a crack, this crack being defined with method X-FEM. Three

More information

Inspection of Spar-Core Bond in Helicopter Rotor Blades Using Finite Element Analysis

Inspection of Spar-Core Bond in Helicopter Rotor Blades Using Finite Element Analysis Inspection of Spar-Core Bond in Helicopter Rotor Blades Using Finite Element Analysis Sunil Kishore Chakrapani* a,b, Daniel J. Barnard a, and Vinay Dayal a,b a Center for NDE, Iowa State University, Ames,

More information

SOURCE-RECEIVER MODEL OF A BUILDING EXCITED BY GROUND BORNE VIBRATION

SOURCE-RECEIVER MODEL OF A BUILDING EXCITED BY GROUND BORNE VIBRATION Full paper for the structured session Railway noise and vibration of the EAA symposium Noise in the built environment SOURCE-RECEIVER MODEL OF A BUILDING EXCITED BY GROUND BORNE VIBRATION M Villot P Ropars

More information

THE EFFECTS OF THE PLANFORM SHAPE ON DRAG POLAR CURVES OF WINGS: FLUID-STRUCTURE INTERACTION ANALYSES RESULTS

THE EFFECTS OF THE PLANFORM SHAPE ON DRAG POLAR CURVES OF WINGS: FLUID-STRUCTURE INTERACTION ANALYSES RESULTS March 18-20, 2013 THE EFFECTS OF THE PLANFORM SHAPE ON DRAG POLAR CURVES OF WINGS: FLUID-STRUCTURE INTERACTION ANALYSES RESULTS Authors: M.R. Chiarelli, M. Ciabattari, M. Cagnoni, G. Lombardi Speaker:

More information

Modal Analysis of a Flat Plate

Modal Analysis of a Flat Plate WORKSHOP 1 Modal Analysis of a Flat Plate Objectives Produce a MSC.Nastran input file. Submit the file for analysis in MSC.Nastran. Find the first five natural frequencies and mode shapes of the flat plate.

More information

ADVANCED GEOMETRY BY HARISH CHANDRA RAJPOOT

ADVANCED GEOMETRY BY HARISH CHANDRA RAJPOOT ADVANCED GEOMETRY BY HARISH CHANDRA RAJPOOT Copyright Harish Chandra Rajpoot 2014 All rights are reserved. This book has been published in good faith that the work of author is original. No part of this

More information

Design and Analysis of Control Bay Used in Guided Missile

Design and Analysis of Control Bay Used in Guided Missile Design and Analysis of Control Bay Used in Guided Missile Ragam Prashanth 1, D.Muppala 2, Nirmith Mishra 3 1PG Student, Department of Aerospace, MLR Inst of Tech and Management, Hyderabad, Telangana, India

More information

Normal Modes - Rigid Element Analysis with RBE2 and CONM2

Normal Modes - Rigid Element Analysis with RBE2 and CONM2 LESSON 16 Normal Modes - Rigid Element Analysis with RBE2 and CONM2 Y Y Z Z X Objectives: Create a geometric representation of a tube. Use the geometry model to define an analysis model comprised of plate

More information

Building the Finite Element Model of a Space Satellite

Building the Finite Element Model of a Space Satellite Exercise 4 Building the Finite Element Model of a Space Satellite 30000 20000 Objectives: mesh & MPC s on a Space Satellite. Perform Model and Element Verification. Learn how to control mesh parameters

More information

Introduction to FEM Modeling

Introduction to FEM Modeling Total Analysis Solution for Multi-disciplinary Optimum Design Apoorv Sharma midas NFX CAE Consultant 1 1. Introduction 2. Element Types 3. Sample Exercise: 1D Modeling 4. Meshing Tools 5. Loads and Boundary

More information