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Record Nr. |
UNINA9910786632003321 |
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Titolo |
Nonlinear finite element analysis and ADINA : proceedings of the 4th ADINA conference, Massachusetts Institute of Technology, 15-17 June 1983 / / guest editor, K. J. Bathe |
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Pubbl/distr/stampa |
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Oxford, England : , : Pergamon Press, , 1983 |
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©1983 |
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ISBN |
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Descrizione fisica |
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1 online resource (314 p.) |
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Disciplina |
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Soggetti |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Note generali |
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Description based upon print version of record. |
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Nota di bibliografia |
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Includes bibliographical references at the end of each chapters. |
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Nota di contenuto |
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Front Cover; Nonlinear Finite Element Analysis and Adina; Copyright Page; Table of Contents; PREFACE; CHAPTER 1. THE USE OF ADINA FOR ANALYSIS OF MINES WITH EXPLOSIVE FILLS; 1. INTRODUCTION; 2. PROBLEM DEFINITION; 3. MATERIAL PROPERTIES AND FAILURE CRITERIA; 4. FINITE ELEMENT MODEL DESCRIPTION AND CALCULATIONS; 5. DYNAMIC RESPONSE PREDICTIONS; 6. CONCLUSIONS; REFERENCES; CHAPTER 2. USE OF ADINA IN SOIL MECHANICS WITH CASE STUDIES FOR EXCAVATIONS; 1. INTRODUCTION; 2. SOME COMMENTS ON THE USE OF ADINA IN SOIL MECHANICS; 3. CASE STUDIES: EXCAVATIONS IN CLAYEY SOILS; 4. CONCLUSIONS; REFERENCES |
CHAPTER 3. ANALYSIS OF THE HEXCAN OF A FAST BREEDER REACTOR WITH A THROUGH CRACK1. INTRODUCTION; 2. STATIC ANALYSIS; 3. DYNAMIC FRACTURE MECHANICS WITH VARIABLE LOAD; 4. CRACK PROPAGATION; 5. CONCLUSIONS; REFERENCES; CHAPTER 4. EXPERIENCES IN NONLINEAR SHELL ANALYSIS USING ADINA; 1. INTRODUCTION; 2. THE CALCULATED LOADING TEST; 3. ADINA-CALCULATIONS; 4. RESULTS OF CALCULATION; 5. COMPARISON OF THE PERFORMANCE OF TWO COMPUTERS; 6. CONCLUSIONS; REFERENCES; CHAPTER 5. MODELING AND ANALYSIS OF BIAS-PLY MOTORCYCLE TIRES; INTRODUCTION; A MECHANISTIC MODEL OF MOTORCYCLE TIRESTRUCTURE |
MODEL FOR INFLATION ANALYSISMODEL FOR CONTACT DEFORMATION |
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ANALYSIS; DEFORMATION OF TIRE UNDER INTERNAL PRESSURE; DEFORMATION OF CAMBERED TIRE UNDER VERTICAL LOAD; EVALUATION OF RESULTS; REFERENCE; CHAPTER 6. A SIMPLE AND EFFECTIVE PIPE ELBOW ELEMENT-SOME NONLINEAR CAPABILITIES; 1. INTRODUCTION; 2. SUMMARY OF BASIC ASSUMPTIONS; 3. NONLINEAR FORMULATION; 4. SAMPLE ANALYSES; 5. CONCLUDING REMARKS; REFERENCES; CHAPTER 7. BOND BETWEEN PRESTRESSED STEEL AND CONCRETE-COMPUTER ANALYSIS USING ADINA; INTRODUCTION; THEORY; COMPARISON BETWEEN ANALYSIS AND EXPERIMENT; SOME DESIGN ASPECTS; CONCLUSIONS |
REFERENCESCHAPTER 8. NEAR-FIELD THERMOMECHANICAL RESPONSE OF A WASTE VAULT; 1. INTRODUCTION; 2. METHODS OF ANALYSIS; 3. MATERIAL PROPERTIES USED IN PRESENT ANALYSIS; 4. RESULTS AND DISCUSSIONS; 5. CONCLUSIONS; REFERENCES; CHAPTER 9. A DESK-TOP PERSONAL COMPUTER FOR FINITE ELEMENT POST-PROCESSING; 1. INTRODUCTION; 2. COMPUTER SYSTEM ARCHITECTURE ON WHICH VISICALC WAS TESTED; 3. VISICALC FEATURES USABLE FOR FINITE ELEMENT POST-PROCESSING; 4. EXAMPLE OF HOW VISCALC CAN COMPLEMENT POST-PROCESSING; 5. CONCLUSIONS; REFERENCES; CHAPTER 10. DETERMINATION AND SIMULATION OF STABLE CRACK GROWTH IN ADINA |
1. INTRODUCTION2. THE .J-INTEGRAL CONCEPT; 3. CRACK-RESISTANCE CURVES; 4. CALCULATION OF THE J-INTEGRAL IN THE FINITE-ELEMENT METHOD; 5. SIMULATION OF CRACK GROWTH IN THE FINITE-ELEMENT METHOD; 6. COMPUTER CALCULATIONS FOR COMPACT SPECIMENS; 7. CONCLUSION; REFERENCES; CHAPTER 11. THE USE OF NONSAP TO COMPARE THE VON MISES AND A MODIFIED VON MISES YIELD CRITERIA; 1. INTRODUCTION; 2. THEORY; 3. EXAMPLES; 4. CONCLUSIONS; REFERENCES; CHAPTER 12. ON ELASTIC-PLASTIC ANALYSIS OF I-BEAMS IN BENDING AND TORSION; 1. INTRODUCTION; 2. FINITE ELEMENT MODELS; 3. LINEAR ANALYSIS RESULTS |
4. ELASTIC-PLASTIC ANALYSIS RESULTS |
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Sommario/riassunto |
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Nonlinear Finite Element Analysis and ADINA contains the proceedings of the Fourth ADINA Conference held at Massachusetts Institute of Technology on June 15-17, 1983. Separating the papers presented in the conference as chapters, this book first elucidates the use of ADINA for analysis of mines with explosive fills. Subsequent chapters explore the use of ADINA in soil mechanics; nonlinear shell analysis; analysis of bond between prestressed steel and concrete; determination and simulation of stable crack growth; offshore structures analysis; modeling of traveling-loads and time-dependent masse |
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