Cryostat System: FE Global Model

Slides:



Advertisements
Similar presentations
Finite Elements Principles and Practices - Fall 03 FEA Course Lecture VI – Outline UCSD - 11/06/03 Review of Last Lecture (V) on Heat Transfer Analysis.
Advertisements

IGNITOR DOUBLE-NULL CONFIGURATION: ELECTROMAGNETIC, THERMAL AND STRUCTURAL ANALYSIS WITH INTEGRATED FEM MODELS A. Capriccioli (*), L. Cornaggia (**), P.
4. Spring Element Dr. Ahmet Zafer Şenalp Mechanical Engineering Department Gebze Technical University.
Element Loads Strain and Stress 2D Analyses Structural Mechanics Displacement-based Formulations.
1D MODELS Logan; chapter 2.
ME 450 Group Adrian Conrad Chris Cook Thomas Hylton Nathan Wagers High Pressure Water Fixture Conceptual Design Analysis December 10, 2007.
NSTX Thomson Scattering and NB Analysis Update: Maxwell Generated EM Loads and ANSYS WB Static Stresses
Beams and Frames.
EMA 405 Coordinate Systems. Introduction There are many coordinate systems in ANSYS Global and Local: used to locate geometry items (nodes, keypoints,
LECTURE SERIES on STRUCTURAL OPTIMIZATION Thanh X. Nguyen Structural Mechanics Division National University of Civil Engineering
Example: Microrobot leg 3D. Introduction This model shows the movement of a silicon micro-robot leg due to thermal expansion as a function of time. The.
ITER VV supports Cadarache 6 September 2007 A. Capriccioli.
ABAQUS – Advanced use Element and Node Sets
MICE Collaboration meeting at LBNL: 9 ~13 th Feb, 2005 Force reaction analysis Stephanie Yang Feb 10 th, 2005.
ECIV 720 A Advanced Structural Mechanics and Analysis Solid Modeling.
Progress on the MICE 201 MHz Cavity Design Steve Virostek Lawrence Berkeley National Lab RF Working Group Fermilab August 22, 2007  automatic.
Theory of Elasticity Theory of elasticity governs response – Symmetric stress & strain components Governing equations – Equilibrium equations (3) – Strain-displacement.
Status of the Coil Structure Design and Magnetic-Structural Analysis Presented by X.R. Wang Contributors: UCSD: S. Malang, A.R. Raffray PPPL: H.M. Fan.
Status of Coil Structural Design and Magnetic-Structural Analysis Presented by X.R. Wang Contributors: ORNL: D. Williamson UCSD: S. Malang, A.R. Raffray.
FE Modeling Strategy Decide on details from design Find smallest dimension of interest Pick element types – 1D Beams – 2D Plate or.
TMM of the CLIC Two-Beam Module T0 in the LAB – Proceedings to structural FEA Riku Raatikainen
Coupling and Constraint Equations Module 3. Training Manual October 30, 2001 Inventory # Coupling & Constraint Equations Just as DOF constraints.
Influence of the Gravity, Vacuum and RF on CLIC Module T0 Behavior R. Raatikainen.
NCSX Office of Science Project Review Cryostat, WBS171 August 15-17, 2007 NCSX Fabrication, Operations, and Maintenance Division Engineering Department.
Tutorial 2: Abaqus with Analysis Input File
The Finite Element Method
Finite Element Modeling and Analysis with a Biomechanical Application Alexandra Schönning, Ph.D. Mechanical Engineering University of North Florida ASME.
Outline Lesson 1. Introduction to ANSYS Lesson 2. Basics Lesson 3. Solution phases Lesson 4. Modeling Lesson 5. Material Lesson 6. Loading Lesson 7. Solution.
RF-Accelerating Structure: Cooling Circuit Modeling Riku Raatikainen
RFCC Module Design Update  automatic tuners  cavity suspension  cavity installation Steve Virostek Lawrence Berkeley National Lab MICE Collaboration.
An introduction to the finite element method using MATLAB
LASER and TIG welding ANSYS FE model for thermal and mechanical simulation (A. Capriccioli)
Reproduction interdite © ALMA EUROPEAN CONSORTIUM Reproduction forbidden Design, Manufacture, Transport and Integration in Chile of ALMA Antennas Page.
Lecture #11 Matrix methods.
EBW tooling for PETS FEM Riku Raatikainen
PAT328, Section 3, March 2001 S7-1 MAR120, Lecture 4, March 2001MAR120, Section 7, December 2001 SECTION 7 CHOICE OF ELEMENTS: TOPOLOGY AND RESTARTING.
WENDELSTEIN 7-X Basismaschine Design Review Plasma Vessel Max-Planck- Institut für Plasmaphysik J. Reich, W7-X BasismaschineDesign Review Plasma Vessel.
1 2. The number of unknowns a 1, a 2, a 3, a 4 equals the number of degrees of freedom of the element We have assumed that displacement u at coordinate.
MAE Advanced Computer Aided Design Your Name Title Place, Date.
Status report AHCAL Mechanics Karsten Gadow CALICE Collaboration Meeting KEK, Studies of AHCAL absorber structure stability.
Figure 1 – NSTX Upper Umbrella Assembly Upgrade Design: Version 3.
1 HOW MANY ELEMENTS? How to choose element size? –Critically important in obtaining good results –Mesh refinement improves solution accuracy. –How small.
BoltJoin ppt P. Rogoff 3/24/2011. NSTX Supported by P. R. 3/9/2011 Update Ring Bolted Joint Design and Recommend the Joint Geometry using bolts.
Bubble Chamber Radiator Thermal Analysis 5.0 MeV, 9.5 MeV Beam Energy Fredrik Fors Mechanical Engineering 8/20/2015.
Finite-Element Analysis
Mesh Control Winter Semester PART 1 Meshing.
Analysis of a Nulling Yaw Probe ME 450: Computer Aided Engineering Analysis Instructor: Dr. Nema Group members: Billy Holland, Alan Koers, Allison Heying.
UNIT III FINITE ELEMENT METHOD. INTRODUCTION General Methods of the Finite Element Analysis 1. Force Method – Internal forces are considered as the unknowns.
Gravity load on SAS – comparison between real and mock-up April 13 th, 2016.
CLOSING REMARKS. Following the Review Charge Cryo-Design  Review and comment on the overall cooling circuit and overall cryo-design. u Temperature Margin.
AAE 3521 AAE 352 Lecture 08 Matrix methods - Part 1 Matrix methods for structural analysis Reading Chapter 4.1 through 4.5.
Algor, the commercial FEM package, an introduction Group: 3 Ian Fulton Timothy Chin James Bernstein Hussain Khersoh.
Coupled thermal-structural FEA of AS tooling for brazing of manifolds to disk stack R. Raatikainen, F. Rossi
Finite element mesh and load definition
Structures Matrix Analysis
Finite Element Method in Geotechnical Engineering
Alignment methods developed for the validation of the thermal and mechanical behavior of the Two Beam Test Modules for the CLIC project Hélène MAINAUD.
1D OF FINITE ELEMENT METHOD Session 4 – 6
Mechanical Modelling of the PSI CD1 Dipole
16 T dipole in common coil configuration: mechanical design
CAD and Finite Element Analysis
FEM : Finite Element Method 2017.
Introduction to Finite Elements
FEA Introduction.
Max-Planck-Institut für Plasmaphysik, EURATOM Association, Teilinstitut Greifswald, D Greifswald, Germany Main-Components of the Wendelstein 7-X.
FEA convergence requirements.
Finite Element Procedures
ANSYS FE model for thermal and mechanical simulation
Model: Large Deformation Beam
Eng Ship Structures 1 Hull Girder Response Analysis
Presentation transcript:

Cryostat System: FE Global Model Outline: Introduction Boundary Conditions Load Cases Conclusions A. Capriccioli Greifswald, 28.02.2007 Page 1 of 10

Introduction FE model using the 3-D structural Shell, Beam, Link, Solid and Contact elements was used to perform the global mechanical analysis of the whole 360° W7-X Load Assembly. It is constituted by: - the Outer Vessel model (IGN rev. 12/2006: file “model-ov-2006-12-11.db”); the Plasma Vessel model (IGN rev. 10/2006: file “gen81-1.db”); the Machine Base model (ENEA rev. 11/2006: file “MB+2-Basements.db”). A. Capriccioli Greifswald, 28.02.2007 Page 2 of 10

The model consists of about 730,000 elements and nodes. A. Capriccioli Greifswald, 09.03.2005 Page 3 of 10

Boundary Conditions Plasma Vessel (PV) – Outer Vessel (OV): - the Bellows of all the Ports (type 1 and 2) are described with “4 Beam elements” groups; - the horizontal forces generated by the Plasma Vessel’s fine adjustment and thermal expansion are transmitted to the OV proper AEU ports and ACS. Plasma Vessel – Machine Base (MB): - the vertical and horizontal forces acting on the PV are supported by appropriate Beam and Contact elements between the MB and the PV itself. Outer Vessel – Machine Base: - the OV legs are fixed to the MB Plats (nodal UX, UY, UZ degree of freedom are coupled). A. Capriccioli Greifswald, 28.02.2007 Page 4 of 10

A. Capriccioli Greifswald, 28.02.2007 Page 5 of 10

PV fine adjustment (radial) PV fine adjustment (toroidal) A. Capriccioli Greifswald, 09.03.2005 Page 6 of 10

A. Capriccioli Greifswald, 28.02.2007 Page 7 of 10

PV vertical displacements OV-MB nodal coupling A. Capriccioli Greifswald, 28.02.2007 Page 8 of 10

Load Cases A. Capriccioli Greifswald, 28.02.2007 Page 9 of 10

Conclusions A detailed analysis is reported in the document “01_REPORT - Global Model Cryostat System - Model and Results.doc”. In this event it is possible to summarize that no problems seem to appear for all the analyzed load cases. A. Capriccioli Greifswald, 28.02.2007 Page 10 of 10