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Reference Manual Ii
GiD The universal, adaptative and user friendly pre and postprocessing system for computer analysis in science and engineering Reference Manual ii Table of Contents Chapters Pag. 1 INTRODUCTION 1 1.1 What's GiD 1 1.2 GiD Manuals 1 2 GENERAL ASPECTS 3 2.1 GiD Basics 3 2.2 Invoking GiD 4 2.2.1 First start 4 2.2.2 Command line flags 5 2.2.3 Command line extra file 6 2.2.4 Settings 6 2.3 User Interface 7 2.3.1 Top menu 9 2.3.2 Toolbars 9 2.3.3 Command line 12 2.3.4 Status and Information 13 2.3.5 Right buttons 13 2.3.6 Mouse operations 13 2.3.7 Classic GiD theme 14 2.4 User Basics 16 2.4.1 Point definition 16 2.4.1.1 Picking in the graphical window 17 2.4.1.2 Entering points by coordinates 17 2.4.1.2.1 Local-global coordinates 17 2.4.1.2.2 Cylindrical coordinates 18 2.4.1.2.3 Spherical coordinates 18 2.4.1.3 Base 19 2.4.1.4 Selecting an existing point 19 2.4.1.5 Point in line 19 2.4.1.6 Point in surface 19 2.4.1.7 Tangent in line 19 2.4.1.8 Normal in surface 19 2.4.1.9 Arc center 19 2.4.1.10 Grid 20 2.4.2 Entity selection 20 2.4.3 Escape 21 2.5 Files Menu 22 2.5.1 New 22 2.5.2 Open 22 2.5.3 Open multiple.. -
Calculix USER's MANUAL
CalculiX USER’S MANUAL - CalculiX GraphiX, Version 2.7 - Klaus Wittig February 18, 2014 Figure 1: A complex model made from scratch using second order brick elements 1 Contents 1 Introduction 7 2 Concept 7 3 File Formats 8 4 Getting Started 9 5 Program Parameters 13 6 Input Devices 14 6.1 Mouse ................................. 14 6.2 Keyboard ............................... 15 7 Menu 16 7.1 Datasets................................ 16 7.1.1 Entity ............................. 17 7.2 Viewing ................................ 17 7.2.1 ShowElementsWithLight . 17 7.2.2 ShowBadElements . 17 7.2.3 Fill............................... 17 7.2.4 Lines.............................. 17 7.2.5 Dots.............................. 18 7.2.6 ToggleCullingBack/Front . 18 7.2.7 ToggleModelEdges . 18 7.2.8 ToggleElementEdges . 18 7.2.9 ToggleSurfaces/Volumes . 18 7.2.10 Toggle Move-Z/Zoom . 18 7.2.11 Toggle Background Color . 19 7.2.12 ToggleVector-Plot . 19 7.2.13 ToggleAdd-Displacement . 19 7.3 Animate................................ 19 7.3.1 Start.............................. 19 7.3.2 Tune-Value .......................... 19 7.3.3 StepsperPeriod ....................... 20 7.3.4 TimeperPeriod ....................... 20 7.3.5 ToggleRealDisplacements . 20 7.3.6 ToggleDatasetSequence. 20 7.4 Frame ................................. 20 7.5 Zoom ................................. 20 7.6 Center................................. 20 7.7 Enquire ................................ 21 7.8 Cut .................................. 21 7.9 Graph ................................. 21 7.10Orientation .............................. 21 2 7.10.1 +xView............................ 21 7.10.2 -xView ............................ 21 7.10.3 +yView............................ 21 7.10.4 -yView ............................ 21 7.10.5 +zView............................ 21 7.10.6 -zView ............................ 22 7.11Hardcopy ............................... 22 7.11.1 Tga-Hardcopy ........................ 22 7.11.2 Ps-Hardcopy ......................... 22 7.11.3 Gif-Hardcopy . -
Development of a Coupling Approach for Multi-Physics Analyses of Fusion Reactors
Development of a coupling approach for multi-physics analyses of fusion reactors Zur Erlangung des akademischen Grades eines Doktors der Ingenieurwissenschaften (Dr.-Ing.) bei der Fakultat¨ fur¨ Maschinenbau des Karlsruher Instituts fur¨ Technologie (KIT) genehmigte DISSERTATION von Yuefeng Qiu Datum der mundlichen¨ Prufung:¨ 12. 05. 2016 Referent: Prof. Dr. Stieglitz Korreferent: Prof. Dr. Moslang¨ This document is licensed under the Creative Commons Attribution – Share Alike 3.0 DE License (CC BY-SA 3.0 DE): http://creativecommons.org/licenses/by-sa/3.0/de/ Abstract Fusion reactors are complex systems which are built of many complex components and sub-systems with irregular geometries. Their design involves many interdependent multi- physics problems which require coupled neutronic, thermal hydraulic (TH) and structural mechanical (SM) analyses. In this work, an integrated system has been developed to achieve coupled multi-physics analyses of complex fusion reactor systems. An advanced Monte Carlo (MC) modeling approach has been first developed for converting complex models to MC models with hybrid constructive solid and unstructured mesh geometries. A Tessellation-Tetrahedralization approach has been proposed for generating accurate and efficient unstructured meshes for describing MC models. For coupled multi-physics analyses, a high-fidelity coupling approach has been developed for the physical conservative data mapping from MC meshes to TH and SM meshes. Interfaces have been implemented for the MC codes MCNP5/6, TRIPOLI-4 and Geant4, the CFD codes CFX and Fluent, and the FE analysis platform ANSYS Workbench. Furthermore, these approaches have been implemented and integrated into the SALOME simulation platform. Therefore, a coupling system has been developed, which covers the entire analysis cycle of CAD design, neutronic, TH and SM analyses. -
Kustannustehokkaat Cad, Fem Ja Cam -Ohjelmat Tutkimus Saatavilla Olevista Ohjelmista Tammikuussa 2018
OULUN YLIOPISTON KERTTU SAALASTI INSTITUUTIN JULKAISUJA 6/2018 Kustannustehokkaat Cad, Fem ja Cam -ohjelmat Tutkimus saatavilla olevista ohjelmista tammikuussa 2018 Terho Iso-Junno Tulevaisuuden tuotantoteknologiat FMT-tutkimusryhmä Terho Iso-Junno KUSTANNUSTEHOKKAAT CAD, FEM JA CAM -OHJELMAT Tutkimus saatavilla olevista ohjelmista tammikuussa 2018 OULUN YLIOPISTO Kerttu Saalasti Instituutin julkaisuja Tulevaisuuden tuotantoteknologiat (FMT) -tutkimusryhmä ISBN 978-952-62-2018-5 (painettu) ISBN 978-952-62-2019-2 (elektroninen) ISSN 2489-3501 (painettu) Terho Iso-Junno Kustannustehokkaat CAD, FEM ja CAM -ohjelmat. Tutkimus saatavilla olevista ohjelmista tammikuussa 2018. Oulun yliopiston Kerttu Saalasti Instituutti, Tulevaisuuden tuotantoteknologiat (FMT) -tutkimusryhmä Oulun yliopiston Kerttu Saalasti Instituutin julkaisuja 6/2018 Nivala Tiivistelmä Nykyaikaisessa tuotteen suunnittelussa ja valmistuksessa tietokoneohjelmat ovat avainasemassa olevia työkaluja. Kaupallisten ohjelmien lisenssihinnat voivat nousta korkeiksi ja olla hankinnan esteenä etenkin aloittelevilla yrityksillä. Tässä tutkimuk- sessa on kartoitettu kustannuksiltaan edullisia CAD, FEM ja CAM -ohjelmia, joita voisi käyttää yritystoiminnassa. CAD-ohjelmien puolella perinteisille 2D CAD-ohjelmille löytyy useita hyviä vaih- toehtoja. LibreCAD ja QCAD ovat helppokäyttöisiä ohjelmia perustason piirtämiseen. Solid Edge 2D Drafting on erittäin monipuolinen täysiverinen 2D CAD, joka perustuu parametriseen piirtämiseen. 3D CAD-ohjelmien puolella tarjonta on tasoltaan vaihtelevaa. -
Loads, Load Factors and Load Combinations
Overall Outline 1000. Introduction 4000. Federal Regulations, Guides, and Reports Training Course on 3000. Site Investigation Civil/Structural Codes and Inspection 4000. Loads, Load Factors, and Load Combinations 5000. Concrete Structures and Construction 6000. Steel Structures and Construction 7000. General Construction Methods BMA Engineering, Inc. 8000. Exams and Course Evaluation 9000. References and Sources BMA Engineering, Inc. – 4000 1 BMA Engineering, Inc. – 4000 2 4000. Loads, Load Factors, and Load Scope: Primary Documents Covered Combinations • Objective and Scope • Minimum Design Loads for Buildings and – Introduce loads, load factors, and load Other Structures [ASCE Standard 7‐05] combinations for nuclear‐related civil & structural •Seismic Analysis of Safety‐Related Nuclear design and construction Structures and Commentary [ASCE – Present and discuss Standard 4‐98] • Types of loads and their computational principles • Load factors •Design Loads on Structures During • Load combinations Construction [ASCE Standard 37‐02] • Focus on seismic loads • Computer aided analysis and design (brief) BMA Engineering, Inc. – 4000 3 BMA Engineering, Inc. – 4000 4 Load Types (ASCE 7‐05) Load Types (ASCE 7‐05) • D = dead load • Lr = roof live load • Di = weight of ice • R = rain load • E = earthquake load • S = snow load • F = load due to fluids with well‐defined pressures and • T = self‐straining force maximum heights • W = wind load • F = flood load a • Wi = wind‐on‐ice loads • H = ldload due to lllateral earth pressure, ground water pressure, -
ANÁLISIS DEL DAÑO EN COMPONENTES HÍBRIDOS Cfrps/Ti DEBIDO a MECANIZADO DURANTE EL COMPORTAMIENTO EN SERVICIO DE UNIONES ESTRUCTURALES AERONÁUTICAS
TRABAJO DE FIN DE GRADO. ANÁLISIS DEL DAÑO EN COMPONENTES HÍBRIDOS CFRPs/Ti DEBIDO A MECANIZADO DURANTE EL COMPORTAMIENTO EN SERVICIO DE UNIONES ESTRUCTURALES AERONÁUTICAS. Autora: Andrea Borrego Martínez Dirigido por: Ana Vercher Martínez y Norberto Feito Sánchez Agradecimientos. A mi tutora y cotutor por ayudarme en el desarrollo del proyecto y resolver todas las dudas que tenía cada vez que lo he necesitado. A mis padres, por darme la oportunidad de realizar mis estudios. A mi hermana, amigos y pareja, por apoyarme y animarme a lo largo de todos estos años. A mi abuela y mi abuelo, especialmente a mi abuelo que a pesar de que ya no esté, siempre mostró un gran interés por lo que hacía, y me enseñó a que nunca hay que darse por vencido a pesar de todo. 2 Resumen. En el sector aeronáutico, se encuentra bastante extendida la aplicación de los componentes híbridos del tipo Carbon Fiber Reinforced Polymers / Titanio. Este tipo de material se emplea, por ejemplo, en revestimientos de determinadas secciones del fuselaje de un avión. Los materiales compuestos ofrecen prestaciones de resistencia y rigidez específicas que los convierten en materiales ideales en diversas aplicaciones industriales, especialmente en la aeronáutica, pero es necesario considerar sus potenciales causas de fallo como son la delaminación. Una de las problemáticas actuales que presentan este tipo de materiales es la unión con otros componentes estructurales. Es frecuente el empleo de adhesivos y remaches. Cuando se trata de uniones remachadas, es fundamental controlar el sucesivo empleo de una misma broca de taladrado para evitar la introducción de daño en el material. -
Getting Started with NX Nastran 3
SIEMENS NX Nastran 10 Getting Started Tutorials Contents Proprietary & Restricted Rights Notice . 5 Performing an Analysis Step-by-Step . 1-1 Defining the Problem . 1-1 Specifying the Type of Analysis . 1-2 Designing the Model . 1-3 Creating the Model Geometry . 1-3 Defining the Finite Elements . 1-5 Representing Boundary Conditions . 1-9 Specifying Material Properties . 1-10 Applying the Loads . 1-11 Controlling the Analysis Output . 1-12 Completing the Input File and Running the Model . 1-12 NX Nastran Output . 1-14 Reviewing the Results . 1-18 Additional Examples . 2-1 Cantilever Beam with a Distributed Load and a Concentrated Moment . 2-1 The Finite Element Model . 2-2 NX Nastran Results . 2-5 Rectangular Plate (fixed-hinged-hinged-free) with a Uniform Lateral Pressure Load . 2-9 The Finite Element Model . 2-10 NX Nastran Results . 2-14 Gear Tooth with Solid Elements . 2-21 The Finite Element Model . 2-21 NX Nastran Results . 2-24 Getting Started with NX Nastran 3 Proprietary & Restricted Rights Notice © 2014 Siemens Product Lifecycle Management Software Inc. All Rights Reserved. This software and related documentation are proprietary to Siemens Product Lifecycle Management Software Inc. Siemens and the Siemens logo are registered trademarks of Siemens AG. NX is a trademark or registered trademark of Siemens Product Lifecycle Management Software Inc. or its subsidiaries in the United States and in other countries. NASTRAN is a registered trademark of the National Aeronautics and Space Administration. NX Nastran is an enhanced proprietary version developed and maintained by Siemens Product Lifecycle Management Software Inc. -
The Virtual Parts Functionalities in Catia V5, Finite Element Aspects
University of Windsor Scholarship at UWindsor Electronic Theses and Dissertations Theses, Dissertations, and Major Papers 9-27-2018 The Virtual Parts Functionalities in Catia v5, Finite Element Aspects Hamoon Ramezani Karegar University of Windsor Follow this and additional works at: https://scholar.uwindsor.ca/etd Recommended Citation Ramezani Karegar, Hamoon, "The Virtual Parts Functionalities in Catia v5, Finite Element Aspects" (2018). Electronic Theses and Dissertations. 7563. https://scholar.uwindsor.ca/etd/7563 This online database contains the full-text of PhD dissertations and Masters’ theses of University of Windsor students from 1954 forward. These documents are made available for personal study and research purposes only, in accordance with the Canadian Copyright Act and the Creative Commons license—CC BY-NC-ND (Attribution, Non-Commercial, No Derivative Works). Under this license, works must always be attributed to the copyright holder (original author), cannot be used for any commercial purposes, and may not be altered. Any other use would require the permission of the copyright holder. Students may inquire about withdrawing their dissertation and/or thesis from this database. For additional inquiries, please contact the repository administrator via email ([email protected]) or by telephone at 519-253-3000ext. 3208. The Virtual Parts Functionalities in Catia v5, Finite Element Aspects By Hamoon Ramezani Karegar A Thesis Submitted to the Faculty of Graduate Studies through the Department of Mechanical, Automotive and Materials Engineering in Partial Fulfillment of the Requirements for the Degree of Master of Applied Science at the University of Windsor Windsor, Ontario, Canada 2018 © 2018 Hamoon Ramezani The Virtual Parts Functionalities in Catia v5, Finite Element Aspects by Hamoon Ramezani Karegar APPROVED BY: ______________________________________________ M. -
Gradu Amaierako Lana
GRADUA: INDUSTRIA TEKNOLOGIAREN INGENIARITZA GRADU AMAIERAKO LANA AIREKO LINEETAKO KOROA- EFEKTUAREN ANALISIA ELEMENTU FINITUEN BIDEZKO SIMULAZIOAZ Ikaslea: Larrea, Valle, Ane Miren Zuzendaria: Etxegarai, Madina, Agurtzane Ikasturtea: 2017/2018 Data: Bilbo, 2018ko Uztailaren 24a 1 LABURPENA Koroa-efektua tentsio altuko lineen eroale eta elementuen inguruan sortzen da airearen ionizazioaren ondorioz, elektrizitate-galerak eta lineetan kalteak eraginez. Lan honen helburua parametro atmosferikoek koroa-efektuan dituzten ondorioak ikertzea da. Ikerketa hau Jorgensen eta Pedersen-ek lortutako datu esperimentaletan oinarritzen da, haien kalkuluak Townsend-en teorian oinarrituta egonik. Eremu elektrikoa kalkulatzeko, COMSOL multiphysics elementu finituen softwarea erabiliko da eta lortutako emaitzak Excel bidez aztertuko dira. Behin datu teorikoak lortuta, presio, tenperatura eta altitude parametroak aldatuko dira koroa-efektua baldintza ez- estandarrean aztertzeko. Gako-hitzak Koroa-efektua, ionizazioa, eremu elektrikoa, dentsitate erlatiboa, elementu finituak. RESUMEN El efecto corona se crea alrededor de los cables y elementos de las líneas de alta tensión como consecuencia de la ionización del aire, causando pérdidas de electricidad y destrozos sobre las líneas. El objetivo de este trabajo es investigar los efectos de distintos parámetros atmosféricos sobre el efecto corona. Este estudio se basa en los datos experimentales obtenidos por Jorgensen y Pedersen, que basaron sus cálculos en la teoría de Townsend. Para el cálculo del campo eléctrico se utilizará primero el software de elementos finitos COMSOL multiphysics y después se analizarán los resultados mediante Excel. Una vez obtenidos los datos teóricos, se modificarán los parámetros presión, temperatura y altitud para analizar el efecto corona en condiciones no estándares. Palabras clave Efecto corona, ionización, campo eléctrico, densidad relativa, elementos finitos. -
A Three-Dimensional Finite Element Mesh Generator with Built-In Pre- and Post-Processing Facilities
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING Int. J. Numer. Meth. Engng 2009; 0:1{24 Prepared using nmeauth.cls [Version: 2002/09/18 v2.02] This is a preprint of an article accepted for publication in the International Journal for Numerical Methods in Engineering, Copyright c 2009 John Wiley & Sons, Ltd. Gmsh: a three-dimensional finite element mesh generator with built-in pre- and post-processing facilities Christophe Geuzaine1, Jean-Fran¸cois Remacle2∗ 1 Universit´ede Li`ege,Department of Electrical Engineering And Computer Science, Montefiore Institute, Li`ege, Belgium. 2 Universite´ catholique de Louvain, Institute for Mechanical, Materials and Civil Engineering, Louvain-la-Neuve, Belgium SUMMARY Gmsh is an open-source three-dimensional finite element grid generator with a build-in CAD engine and post-processor. Its design goal is to provide a fast, light and user-friendly meshing tool with parametric input and advanced visualization capabilities. This paper presents the overall philosophy, the main design choices and some of the original algorithms implemented in Gmsh. Copyright c 2009 John Wiley & Sons, Ltd. key words: Computer Aided Design, Mesh generation, Post-Processing, Finite Element Method, Open Source Software 1. Introduction When we started the Gmsh project in the summer of 1996, our goal was to develop a fast, light and user-friendly interactive software tool to easily create geometries and meshes that could be used in our three-dimensional finite element solvers [8], and then visualize and export the computational results with maximum flexibility. At the time, no open-source software combining a CAD engine, a mesh generator and a post-processor was available: the existing integrated tools were expensive commercial packages [41], and the freeware or shareware tools were limited to either CAD [29], two-dimensional mesh generation [44], three-dimensional mesh generation [53, 21, 30], or post-processing [31]. -
INTRODUCTION to COMSOL Multiphysics Introduction to COMSOL Multiphysics
INTRODUCTION TO COMSOL Multiphysics Introduction to COMSOL Multiphysics © 1998–2020 COMSOL Protected by patents listed on www.comsol.com/patents, and U.S. Patents 7,519,518; 7,596,474; 7,623,991; 8,457,932; 9,098,106; 9,146,652; 9,323,503; 9,372,673; 9,454,625; 10,019,544; 10,650,177; and 10,776,541. Patents pending. This Documentation and the Programs described herein are furnished under the COMSOL Software License Agreement (www.comsol.com/comsol-license-agreement) and may be used or copied only under the terms of the license agreement. COMSOL, the COMSOL logo, COMSOL Multiphysics, COMSOL Desktop, COMSOL Compiler, COMSOL Server, and LiveLink are either registered trademarks or trademarks of COMSOL AB. All other trademarks are the property of their respective owners, and COMSOL AB and its subsidiaries and products are not affiliated with, endorsed by, sponsored by, or supported by those trademark owners. For a list of such trademark owners, see www.comsol.com/ trademarks. Version: COMSOL 5.6 Contact Information Visit the Contact COMSOL page at www.comsol.com/contact to submit general inquiries, contact Technical Support, or search for an address and phone number. You can also visit the Worldwide Sales Offices page at www.comsol.com/contact/offices for address and contact information. If you need to contact Support, an online request form is located at the COMSOL Access page at www.comsol.com/support/case. Other useful links include: • Support Center: www.comsol.com/support • Product Download: www.comsol.com/product-download • Product Updates: www.comsol.com/support/updates •COMSOL Blog: www.comsol.com/blogs • Discussion Forum: www.comsol.com/community •Events: www.comsol.com/events • COMSOL Video Gallery: www.comsol.com/video • Support Knowledge Base: www.comsol.com/support/knowledgebase Part number: CM010004 Contents Introduction . -
Calculix USER's MANUAL
CalculiX USER’S MANUAL - CalculiX GraphiX, Version 2.16 - Klaus Wittig November 19, 2019 Figure 1: A complex model made from scratch using second order brick elements 1 Contents 1 Introduction 8 2 Concept 8 3 File Formats 9 4 Getting Started 11 5 Program Parameters 14 6 Input Devices 16 6.1 Mouse ................................. 16 6.2 Keyboard ............................... 17 7 Menu 17 7.1 Datasets................................ 17 7.1.1 Entity ............................. 18 7.2 Viewing ................................ 18 7.2.1 ShowElementsWithLight . 19 7.2.2 ShowBadElements . 19 7.2.3 Fill............................... 19 7.2.4 Lines.............................. 19 7.2.5 Dots.............................. 19 7.2.6 ToggleCullingBack/Front . 19 7.2.7 ToggleIlluminateBackface . 19 7.2.8 ToggleModelEdges . 19 7.2.9 ToggleElementEdges . 20 7.2.10 ToggleSurfaces/Volumes . 20 7.2.11 Toggle Move-Z/Zoom . 20 7.2.12 Toggle Background Color . 20 7.2.13 ToggleVector-Plot . 20 7.2.14 ToggleAdd-Displacement . 21 7.2.15 ToggleShadedResult . 21 7.2.16 ToggleTransparency . 21 7.2.17 ToggleRuler ......................... 21 7.3 Animate................................ 21 7.3.1 Start.............................. 21 7.3.2 Tune-Value .......................... 21 7.3.3 StepsperPeriod ....................... 21 7.3.4 TimeperPeriod ....................... 22 7.3.5 ToggleRealDisplacements . 22 7.3.6 ToggleStaticModelEdges . 22 7.3.7 ToggleStaticElementEdges . 22 7.3.8 ToggleDatasetSequence. 22 7.4 Frame ................................. 22 2 7.5 Zoom ................................. 22 7.6 Center................................. 22 7.7 Enquire ................................ 23 7.8 Cut .................................. 23 7.9 Graph ................................. 23 7.10User .................................. 23 7.11Orientation .............................. 23 7.11.1 +xView............................ 23 7.11.2 -xView ............................ 23 7.11.3 +yView............................ 23 7.11.4 -yView ...........................