Info
- Utilizzare la checkbox di selezione a fianco di ciascun documento per attivare le funzionalità di stampa, invio email, download nei formati disponibili del (i) record.
Engineering analysis with ANSYS software [[electronic resource] /] / Y. Nakasone and S. Yoshimoto ; T.A. Stolarski
| Engineering analysis with ANSYS software [[electronic resource] /] / Y. Nakasone and S. Yoshimoto ; T.A. Stolarski |
| Autore | Nakasone Y |
| Edizione | [Second edition.] |
| Pubbl/distr/stampa | Oxford ; ; Burlington, MA, : Butterworth-Heinemann, 2006 |
| Descrizione fisica | 1 online resource (473 p.) |
| Disciplina | 620.0028553 |
| Altri autori (Persone) |
StolarskiT. A
YoshimotoS |
| Soggetto topico |
ANSYS (Computer system)
Engineering - Data processing |
| ISBN |
1-280-75200-9
9786610752003 0-08-046969-8 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
ENGINEERING ANALYSIS WITH ANSYS SOFTWARE; COPYRIGHT PAGE; CONTENTS; PREFACE; THE AIMS AND SCOPE OF THE BOOK; CHAPTER 1 BASICS OF FINITE-ELEMENT METHOD; 1.1 METHOD OF WEIGHTED RESIDUALS; 1.1.1 Sub-domain method (Finite volume method); 1.1.2 Galerkin method; 1.2 RAYLEIGH-RITZ METHOD; 1.3 FINITE-ELEMENT METHOD; 1.3.1 One-element case; 1.3.2 Three-element case; 1.4 FEM IN TWO-DIMENSIONAL ELASTOSTATIC PROBLEMS; 1.4.1 Elements of finite-element procedures in the analysis of plane elastostatic problems; 1.4.2 Fundamental formulae in plane elastostatic problems; 1.4.2.1 Equations of equilibrium
1.4.2.2 Strain-displacement relations1.4.2.3 Stress-strain relations (constitutive equations); 1.4.2.4 Boundary conditions; 1.4.3 Variational formulae in elastostatic problems: the principle of virtual work; 1.4.4 Formulation of the fundamental finite-element equations in plane elastostatic problems; 1.4.4.1 Strain-displacement matrix or [B] matrix; 1.4.4.2 Stress-strain matrix or [D] matrix; 1.4.4.3 Element stiffness equations; 1.4.4.4 Global stiffness equations; 1.4.4.5 Example: Finite-element calculations for a square plate subjected to uniaxial uniform tension; BIBLIOGRAPHY CHAPTER 2 OVERVIEW OF ANSYS STRUCTURE AND VISUAL CAPABILITIES2.1 INTRODUCTION; 2.2 STARTING THE PROGRAM; 2.2.1 Preliminaries; 2.2.2 Saving and restoring jobs; 2.2.3 Organization of files; 2.2.4 Printing and plotting; 2.2.5 Exiting the program; 2.3 PREPROCESSING STAGE; 2.3.1 Building a model; 2.3.1.1 Defining element types and real constants; 2.3.1.2 Defining material properties; 2.3.2 Construction of the model; 2.3.2.1 Creating the model geometry; 2.3.2.2 Applying loads; 2.4 SOLUTION STAGE; 2.5 POSTPROCESSING STAGE; CHAPTER 3 APPLICATION OF ANSYS TO STRESS ANALYSIS; 3.1 CANTILEVER BEAM 3.1.1 Example problem: A cantilever beam3.1.2 Problem description; 3.1.2.1 Review of the solutions obtained by the elementary beam theory; 3.1.3 Analytical procedures; 3.1.3.1 Creation of an analytical model; 3.1.3.2 Input of the elastic properties of the beam material; 3.1.3.3 Finite-element discretization of the beam area; 3.1.3.4 Input of boundary conditions; 3.1.3.5 Solution procedures; 3.1.3.6 Graphical representation of the results; 3.1.4 Comparison of FEM results with experimental ones; 3.1.5 Problems to solve; APPENDIX: PROCEDURES FOR CREATING STEPPED BEAMS A3.1 Creation of a stepped beamA3.1.1 How to cancel the selection of areas; A3.2 Creation of a stepped beam with a rounded fillet; A3.2.1 How to display area numbers; 3.2 THE PRINCIPLE OF ST. VENANT; 3.2.1 Example problem: An elastic strip subjected to distributed uniaxial tensile stress or negative pressure at one end and clamped at the other end; 3.2.2 Problem description; 3.2.3 Analytical procedures; 3.2.3.1 Creation of an analytical model; 3.2.3.2 Input of the elastic properties of the strip material; 3.2.3.3 Finite-element discretization of the strip area 3.2.3.4 Input of boundary conditions |
| Record Nr. | UNINA-9910784366203321 |
Nakasone Y
|
||
| Oxford ; ; Burlington, MA, : Butterworth-Heinemann, 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Engineering analysis with ANSYS software / / Y. Nakasone and S. Yoshimoto ; T.A. Stolarski
| Engineering analysis with ANSYS software / / Y. Nakasone and S. Yoshimoto ; T.A. Stolarski |
| Autore | Nakasone Y |
| Edizione | [Second edition.] |
| Pubbl/distr/stampa | Oxford ; ; Burlington, MA, : Butterworth-Heinemann, 2006 |
| Descrizione fisica | 1 online resource (473 p.) |
| Disciplina | 620.0028553 |
| Altri autori (Persone) |
StolarskiT. A
YoshimotoS |
| Soggetto topico |
ANSYS (Computer system)
Engineering - Data processing |
| ISBN |
1-280-75200-9
9786610752003 0-08-046969-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
ENGINEERING ANALYSIS WITH ANSYS SOFTWARE; COPYRIGHT PAGE; CONTENTS; PREFACE; THE AIMS AND SCOPE OF THE BOOK; CHAPTER 1 BASICS OF FINITE-ELEMENT METHOD; 1.1 METHOD OF WEIGHTED RESIDUALS; 1.1.1 Sub-domain method (Finite volume method); 1.1.2 Galerkin method; 1.2 RAYLEIGH-RITZ METHOD; 1.3 FINITE-ELEMENT METHOD; 1.3.1 One-element case; 1.3.2 Three-element case; 1.4 FEM IN TWO-DIMENSIONAL ELASTOSTATIC PROBLEMS; 1.4.1 Elements of finite-element procedures in the analysis of plane elastostatic problems; 1.4.2 Fundamental formulae in plane elastostatic problems; 1.4.2.1 Equations of equilibrium
1.4.2.2 Strain-displacement relations1.4.2.3 Stress-strain relations (constitutive equations); 1.4.2.4 Boundary conditions; 1.4.3 Variational formulae in elastostatic problems: the principle of virtual work; 1.4.4 Formulation of the fundamental finite-element equations in plane elastostatic problems; 1.4.4.1 Strain-displacement matrix or [B] matrix; 1.4.4.2 Stress-strain matrix or [D] matrix; 1.4.4.3 Element stiffness equations; 1.4.4.4 Global stiffness equations; 1.4.4.5 Example: Finite-element calculations for a square plate subjected to uniaxial uniform tension; BIBLIOGRAPHY CHAPTER 2 OVERVIEW OF ANSYS STRUCTURE AND VISUAL CAPABILITIES2.1 INTRODUCTION; 2.2 STARTING THE PROGRAM; 2.2.1 Preliminaries; 2.2.2 Saving and restoring jobs; 2.2.3 Organization of files; 2.2.4 Printing and plotting; 2.2.5 Exiting the program; 2.3 PREPROCESSING STAGE; 2.3.1 Building a model; 2.3.1.1 Defining element types and real constants; 2.3.1.2 Defining material properties; 2.3.2 Construction of the model; 2.3.2.1 Creating the model geometry; 2.3.2.2 Applying loads; 2.4 SOLUTION STAGE; 2.5 POSTPROCESSING STAGE; CHAPTER 3 APPLICATION OF ANSYS TO STRESS ANALYSIS; 3.1 CANTILEVER BEAM 3.1.1 Example problem: A cantilever beam3.1.2 Problem description; 3.1.2.1 Review of the solutions obtained by the elementary beam theory; 3.1.3 Analytical procedures; 3.1.3.1 Creation of an analytical model; 3.1.3.2 Input of the elastic properties of the beam material; 3.1.3.3 Finite-element discretization of the beam area; 3.1.3.4 Input of boundary conditions; 3.1.3.5 Solution procedures; 3.1.3.6 Graphical representation of the results; 3.1.4 Comparison of FEM results with experimental ones; 3.1.5 Problems to solve; APPENDIX: PROCEDURES FOR CREATING STEPPED BEAMS A3.1 Creation of a stepped beamA3.1.1 How to cancel the selection of areas; A3.2 Creation of a stepped beam with a rounded fillet; A3.2.1 How to display area numbers; 3.2 THE PRINCIPLE OF ST. VENANT; 3.2.1 Example problem: An elastic strip subjected to distributed uniaxial tensile stress or negative pressure at one end and clamped at the other end; 3.2.2 Problem description; 3.2.3 Analytical procedures; 3.2.3.1 Creation of an analytical model; 3.2.3.2 Input of the elastic properties of the strip material; 3.2.3.3 Finite-element discretization of the strip area 3.2.3.4 Input of boundary conditions |
| Record Nr. | UNINA-9910823744803321 |
|
Nakasone Y
|
||
| Oxford ; ; Burlington, MA, : Butterworth-Heinemann, 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||