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.
Basic engineering plasticity [[electronic resource] ] : an introduction with engineering and manufacturing applications / / D. W. A. Rees
| Basic engineering plasticity [[electronic resource] ] : an introduction with engineering and manufacturing applications / / D. W. A. Rees |
| Autore | Rees D. W. A (David W. A.), <1947-> |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Boston, MA, : Elsevier/Butterworth-Heinemann, 2006 |
| Descrizione fisica | 1 online resource (526 p.) |
| Disciplina | 620.11233 |
| Soggetto topico |
Deformations (Mechanics)
Plastic analysis (Engineering) Plasticity |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-280-96446-4
9786610964468 0-08-047090-4 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Basic Engineering Plasticity: An Introduction with Engineering and Manufacturing Applications; Copyright Page; Table of Contents; Preface; Acknowledgements; List of Symbols; CHAPTER 1. STRESS ANALYSIS; 1.1 Introduction; 1.2 Cauchy Definition of Stress; 1.3 Three Dimensional Stress Analysis; 1.4 Principal Stresses and Invariants; 1.5 Principal Stresses as Co-ordinates; 1.6 Alternative Stress Definitions; Bibliography; Exercises; CHAPTER 2. STRAIN ANALYSIS; 2.1 Introduction; 2.2 Infinitesimal Strain Tensor; 2.3 Large Strain Definitions; 2.4 Finite Strain Tensors
2.5 Polar Decomposition2.6 Strain Definitions; References; Exercises; CHAPTER 3. YIELD CRITERIA; 3.1 Introduction; 3.2 Yielding of Ductile Isotropic Materials; 3.3 Experimental Verification; 3.4 Anisotropic Yielding in Polycrystals; 3.5 Choice of Yield Function; References; Exercises; CHAPTER 4. NON-HARDENING PLASTICITY; 4.1 Introduction; 4.2 Classical Theories of Plasticity; 4.3 Application of Classical Theory to Uniform Stress States; 4.4 Application of Classical Theory to Non-Uniform Stress States; 4.5 Hencky versus Prandtl-Reuss; References; Exercises CHAPTER 5. ELASTIC-PERFECT PLASTICITY5.1 Introduction; 5.2 Elastic-Plastic Bending of Beams; 5.3 Elastic-Plastic Torsion; 5.4 Thick-Walled, Pressurised Cylinder with Closed-Ends; 5.5 Open-Ended Cylinder and Thin Disc Under Pressure; 5.6 Rotating Disc; References; Exercises; CHAPTER 6. SLIP LINE FIELDS; 6.1 Introduction; 6.2 Slip Line Field Theory; 6.3 Frictionless Extrusion Through Parallel Dies; 6.4 Frictionless Extrusion Through Inclined Dies; 6.5 Extrusion With Friction Through Parallel Dies; 6.6 Notched Bar in Tension; 6.7 Die Indentation; 6.8 Rough Die Indentation 6.9 Lubricated Die IndentationReferences; Exercises; CHAPTER 7. LIMIT ANALYSIS; 7.1 Introduction; 7.2 Collapse of Beams; 7.3 Collapse of Structures; 7.4 Die Indentation; 7.5 Extrusion; 7.6 Strip Rolling; 7.7 Transverse Loading of Circular Plates; 7.8 Concluding Remarks; References; Exercises; CHAPTER 8. CRYSTAL PLASTICITY; 8.1 Introduction; 8.2 Resolved Shear Stress and Strain; 8.3 Lattice Slip Systems; 8.4 Hardening; 8.5 Yield Surface; 8.6 Flow Rule; 8.7 Micro- to Macro-Plasticity; 8.8 Subsequent Yield Surface; 8.9 Summary; References; Exercises; CHAPTER 9. THE FLOW CURVE; 9.1 Introduction 9.2 Equivalence in Plasticity9.3 Uniaxial Tests; 9.4 Torsion Tests; 9.5 Uniaxial and Torsional Equivalence; 9.6 Modified Compression Tests; 9.7 Bulge Test; 9.8 Equations to the Flow Curve; 9.9 Strain and Work Hardening Hypotheses; 9.10 Concluding Remarks; References; Exercises; CHAPTER 10. PLASTICITY WITH HARDENING; 10.1 Introduction; 10.2 Conditions Associated with the Yield Surface; 10.3 Isotropic Hardening; 10.4 Validation of Levy Mises and Drucker Flow Rules; 10.5 Non-Associated Flow Rules; 10.6 Prandtl-Reuss Flow Theory; 10.7 Kinematic Hardening; 10.8 Concluding Remarks; References Exercises |
| Record Nr. | UNINA-9910457306003321 |
Rees D. W. A (David W. A.), <1947->
|
||
| Boston, MA, : Elsevier/Butterworth-Heinemann, 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Basic engineering plasticity [[electronic resource] ] : an introduction with engineering and manufacturing applications / / D. W. A. Rees
| Basic engineering plasticity [[electronic resource] ] : an introduction with engineering and manufacturing applications / / D. W. A. Rees |
| Autore | Rees D. W. A (David W. A.), <1947-> |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Boston, MA, : Elsevier/Butterworth-Heinemann, 2006 |
| Descrizione fisica | 1 online resource (526 p.) |
| Disciplina | 620.11233 |
| Soggetto topico |
Deformations (Mechanics)
Plastic analysis (Engineering) Plasticity |
| ISBN |
1-280-96446-4
9786610964468 0-08-047090-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Basic Engineering Plasticity: An Introduction with Engineering and Manufacturing Applications; Copyright Page; Table of Contents; Preface; Acknowledgements; List of Symbols; CHAPTER 1. STRESS ANALYSIS; 1.1 Introduction; 1.2 Cauchy Definition of Stress; 1.3 Three Dimensional Stress Analysis; 1.4 Principal Stresses and Invariants; 1.5 Principal Stresses as Co-ordinates; 1.6 Alternative Stress Definitions; Bibliography; Exercises; CHAPTER 2. STRAIN ANALYSIS; 2.1 Introduction; 2.2 Infinitesimal Strain Tensor; 2.3 Large Strain Definitions; 2.4 Finite Strain Tensors
2.5 Polar Decomposition2.6 Strain Definitions; References; Exercises; CHAPTER 3. YIELD CRITERIA; 3.1 Introduction; 3.2 Yielding of Ductile Isotropic Materials; 3.3 Experimental Verification; 3.4 Anisotropic Yielding in Polycrystals; 3.5 Choice of Yield Function; References; Exercises; CHAPTER 4. NON-HARDENING PLASTICITY; 4.1 Introduction; 4.2 Classical Theories of Plasticity; 4.3 Application of Classical Theory to Uniform Stress States; 4.4 Application of Classical Theory to Non-Uniform Stress States; 4.5 Hencky versus Prandtl-Reuss; References; Exercises CHAPTER 5. ELASTIC-PERFECT PLASTICITY5.1 Introduction; 5.2 Elastic-Plastic Bending of Beams; 5.3 Elastic-Plastic Torsion; 5.4 Thick-Walled, Pressurised Cylinder with Closed-Ends; 5.5 Open-Ended Cylinder and Thin Disc Under Pressure; 5.6 Rotating Disc; References; Exercises; CHAPTER 6. SLIP LINE FIELDS; 6.1 Introduction; 6.2 Slip Line Field Theory; 6.3 Frictionless Extrusion Through Parallel Dies; 6.4 Frictionless Extrusion Through Inclined Dies; 6.5 Extrusion With Friction Through Parallel Dies; 6.6 Notched Bar in Tension; 6.7 Die Indentation; 6.8 Rough Die Indentation 6.9 Lubricated Die IndentationReferences; Exercises; CHAPTER 7. LIMIT ANALYSIS; 7.1 Introduction; 7.2 Collapse of Beams; 7.3 Collapse of Structures; 7.4 Die Indentation; 7.5 Extrusion; 7.6 Strip Rolling; 7.7 Transverse Loading of Circular Plates; 7.8 Concluding Remarks; References; Exercises; CHAPTER 8. CRYSTAL PLASTICITY; 8.1 Introduction; 8.2 Resolved Shear Stress and Strain; 8.3 Lattice Slip Systems; 8.4 Hardening; 8.5 Yield Surface; 8.6 Flow Rule; 8.7 Micro- to Macro-Plasticity; 8.8 Subsequent Yield Surface; 8.9 Summary; References; Exercises; CHAPTER 9. THE FLOW CURVE; 9.1 Introduction 9.2 Equivalence in Plasticity9.3 Uniaxial Tests; 9.4 Torsion Tests; 9.5 Uniaxial and Torsional Equivalence; 9.6 Modified Compression Tests; 9.7 Bulge Test; 9.8 Equations to the Flow Curve; 9.9 Strain and Work Hardening Hypotheses; 9.10 Concluding Remarks; References; Exercises; CHAPTER 10. PLASTICITY WITH HARDENING; 10.1 Introduction; 10.2 Conditions Associated with the Yield Surface; 10.3 Isotropic Hardening; 10.4 Validation of Levy Mises and Drucker Flow Rules; 10.5 Non-Associated Flow Rules; 10.6 Prandtl-Reuss Flow Theory; 10.7 Kinematic Hardening; 10.8 Concluding Remarks; References Exercises |
| Record Nr. | UNINA-9910784347903321 |
|
Rees D. W. A (David W. A.), <1947->
|
||
| Boston, MA, : Elsevier/Butterworth-Heinemann, 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Basic engineering plasticity [[electronic resource] ] : an introduction with engineering and manufacturing applications / / D. W. A. Rees
| Basic engineering plasticity [[electronic resource] ] : an introduction with engineering and manufacturing applications / / D. W. A. Rees |
| Autore | Rees D. W. A (David W. A.), <1947-> |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Boston, MA, : Elsevier/Butterworth-Heinemann, 2006 |
| Descrizione fisica | 1 online resource (526 p.) |
| Disciplina | 620.11233 |
| Soggetto topico |
Deformations (Mechanics)
Plastic analysis (Engineering) Plasticity |
| ISBN |
1-280-96446-4
9786610964468 0-08-047090-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Basic Engineering Plasticity: An Introduction with Engineering and Manufacturing Applications; Copyright Page; Table of Contents; Preface; Acknowledgements; List of Symbols; CHAPTER 1. STRESS ANALYSIS; 1.1 Introduction; 1.2 Cauchy Definition of Stress; 1.3 Three Dimensional Stress Analysis; 1.4 Principal Stresses and Invariants; 1.5 Principal Stresses as Co-ordinates; 1.6 Alternative Stress Definitions; Bibliography; Exercises; CHAPTER 2. STRAIN ANALYSIS; 2.1 Introduction; 2.2 Infinitesimal Strain Tensor; 2.3 Large Strain Definitions; 2.4 Finite Strain Tensors
2.5 Polar Decomposition2.6 Strain Definitions; References; Exercises; CHAPTER 3. YIELD CRITERIA; 3.1 Introduction; 3.2 Yielding of Ductile Isotropic Materials; 3.3 Experimental Verification; 3.4 Anisotropic Yielding in Polycrystals; 3.5 Choice of Yield Function; References; Exercises; CHAPTER 4. NON-HARDENING PLASTICITY; 4.1 Introduction; 4.2 Classical Theories of Plasticity; 4.3 Application of Classical Theory to Uniform Stress States; 4.4 Application of Classical Theory to Non-Uniform Stress States; 4.5 Hencky versus Prandtl-Reuss; References; Exercises CHAPTER 5. ELASTIC-PERFECT PLASTICITY5.1 Introduction; 5.2 Elastic-Plastic Bending of Beams; 5.3 Elastic-Plastic Torsion; 5.4 Thick-Walled, Pressurised Cylinder with Closed-Ends; 5.5 Open-Ended Cylinder and Thin Disc Under Pressure; 5.6 Rotating Disc; References; Exercises; CHAPTER 6. SLIP LINE FIELDS; 6.1 Introduction; 6.2 Slip Line Field Theory; 6.3 Frictionless Extrusion Through Parallel Dies; 6.4 Frictionless Extrusion Through Inclined Dies; 6.5 Extrusion With Friction Through Parallel Dies; 6.6 Notched Bar in Tension; 6.7 Die Indentation; 6.8 Rough Die Indentation 6.9 Lubricated Die IndentationReferences; Exercises; CHAPTER 7. LIMIT ANALYSIS; 7.1 Introduction; 7.2 Collapse of Beams; 7.3 Collapse of Structures; 7.4 Die Indentation; 7.5 Extrusion; 7.6 Strip Rolling; 7.7 Transverse Loading of Circular Plates; 7.8 Concluding Remarks; References; Exercises; CHAPTER 8. CRYSTAL PLASTICITY; 8.1 Introduction; 8.2 Resolved Shear Stress and Strain; 8.3 Lattice Slip Systems; 8.4 Hardening; 8.5 Yield Surface; 8.6 Flow Rule; 8.7 Micro- to Macro-Plasticity; 8.8 Subsequent Yield Surface; 8.9 Summary; References; Exercises; CHAPTER 9. THE FLOW CURVE; 9.1 Introduction 9.2 Equivalence in Plasticity9.3 Uniaxial Tests; 9.4 Torsion Tests; 9.5 Uniaxial and Torsional Equivalence; 9.6 Modified Compression Tests; 9.7 Bulge Test; 9.8 Equations to the Flow Curve; 9.9 Strain and Work Hardening Hypotheses; 9.10 Concluding Remarks; References; Exercises; CHAPTER 10. PLASTICITY WITH HARDENING; 10.1 Introduction; 10.2 Conditions Associated with the Yield Surface; 10.3 Isotropic Hardening; 10.4 Validation of Levy Mises and Drucker Flow Rules; 10.5 Non-Associated Flow Rules; 10.6 Prandtl-Reuss Flow Theory; 10.7 Kinematic Hardening; 10.8 Concluding Remarks; References Exercises |
| Record Nr. | UNINA-9910813344103321 |
|
Rees D. W. A (David W. A.), <1947->
|
||
| Boston, MA, : Elsevier/Butterworth-Heinemann, 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Mechanics of optimal structural design [[electronic resource] ] : minimum weight structures / / David W.A. Rees
| Mechanics of optimal structural design [[electronic resource] ] : minimum weight structures / / David W.A. Rees |
| Autore | Rees D. W. A (David W. A.), <1947-> |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; Hoboken, : J. Wiley, 2009 |
| Descrizione fisica | 1 online resource (584 p.) |
| Disciplina |
624.1771
693 |
| Soggetto topico |
Lightweight construction
Structural optimization |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-282-45662-8
9786612456626 0-470-74978-4 0-470-74781-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Mechanics of Optimal Structural Design; Contents; Preface; Glossary of Terms; Key Symbols; Chapter 1 Compression of Slender Struts; 1.1 Introduction; 1.2 Failure Criteria; 1.3 Solid Cross-Sections; 1.4 Thin-Walled, Tubular Sections; 1.5 Thin-Walled, Open Sections; 1.6 Summary of Results; References; Exercises; Chapter 2 Compression of Wide Struts; 2.1 Introduction; 2.2 Failure Criteria; 2.3 Cellular Sections; 2.4 Open Sections; 2.5 Corrugated Sandwich Panel; 2.6 Summary of Results; References; Exercise; Chapter 3 Bending of Slender Beams; 3.1 Introduction; 3.2 Solid Cross-Sections
3.3 Thin-Walled, Tubular Sections3.4 Open Sections; 3.5 Summary of Results; References; Exercises; Chapter 4 Torsion of Bars and Tubes; 4.1 Introduction; 4.2 Solid Cross-Sections; 4.3 Thin-Walled, Open Sections; 4.4 Thin-Walled, Closed Tubes; 4.5 Multi-Cell Tubes; References; Exercises; Chapter 5 Shear of Solid Bars, Tubes and Thin Sections; 5.1 Introduction; 5.2 Bars of Solid Section; 5.3 Thin-Walled Open Sections; 5.4 Thin-Walled, Closed Tubes; 5.5 Concluding Remarks; References; Exercise; Chapter 6 Combined Shear and Torsion in Thin-Walled Sections; 6.1 Introduction 6.2 Thin-Walled, Open Sections6.3 Thin-Walled, Closed Tubes; 6.4 Concluding Remarks; References; Exercises; Chapter 7 Combined Shear and Bending in Idealised Sections; 7.1 Introduction; 7.2 Idealised Beam Sections; 7.3 Idealised Open Sections; 7.4 Idealised Closed Tubes; References; Exercises; Chapter 8 Shear in Stiffened Webs; 8.1 Introduction; 8.2 Castellations in Shear; 8.3 Corrugated Web; 8.4 Flat Web with Stiffeners; References; Exercises; Chapter 9 Frame Assemblies; 9.1 Introduction; 9.2 Double-Strut Assembly; 9.3 Multiple-Strut Assembly; 9.4 Cantilevered Framework 9.5 Tetrahedron Framework9.6 Cantilever Frame with Two Struts; 9.7 Cantilever Frame with One Strut; References; Exercises; Chapter 10 Simply Supported Beams and Cantilevers; 10.1 Introduction; 10.2 Variable Bending Moments; 10.3 Cantilever with End-Load; 10.4 Cantilever with Distributed Loading; 10.5 Simply Supported Beam with Central Load; 10.6 Simply Supported Beam with Uniformly Distributed Load; 10.7 Additional Failure Criteria; References; Exercises; Chapter 11 Optimum Cross-Sections for Beams; 11.1 Introduction; 11.2 Approaching Optimum Sections; 11.3 Generalised Optimum Sections 11.4 Optimum Section, Combined Bending and Shear11.5 Solid, Axisymmetric Sections; 11.6 Fully Optimised Section; 11.7 Fully Optimised Weight; 11.8 Summary; References; Exercises; Chapter 12 Structures under Combined Loading; 12.1 Introduction; 12.2 Combined Bending and Torsion; 12.3 Cranked Cantilever; 12.4 Cranked Strut with End-Load; 12.5 Cranked Bracket with End-Load; 12.6 Portal Frame with Central Load; 12.7 Cantilever with End and Distributed Loading; 12.8 Centrally Propped Cantilever with End-Load; 12.9 End-Propped Cantilever with Distributed Load 12.10 Simply Supported Beam with Central-Concentrated and Distributed Loadings |
| Record Nr. | UNINA-9910139469903321 |
|
Rees D. W. A (David W. A.), <1947->
|
||
| Chichester, West Sussex, U.K. ; ; Hoboken, : J. Wiley, 2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Mechanics of optimal structural design [[electronic resource] ] : minimum weight structures / / David W.A. Rees
| Mechanics of optimal structural design [[electronic resource] ] : minimum weight structures / / David W.A. Rees |
| Autore | Rees D. W. A (David W. A.), <1947-> |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; Hoboken, : J. Wiley, 2009 |
| Descrizione fisica | 1 online resource (584 p.) |
| Disciplina |
624.1771
693 |
| Soggetto topico |
Lightweight construction
Structural optimization |
| ISBN |
1-282-45662-8
9786612456626 0-470-74978-4 0-470-74781-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Mechanics of Optimal Structural Design; Contents; Preface; Glossary of Terms; Key Symbols; Chapter 1 Compression of Slender Struts; 1.1 Introduction; 1.2 Failure Criteria; 1.3 Solid Cross-Sections; 1.4 Thin-Walled, Tubular Sections; 1.5 Thin-Walled, Open Sections; 1.6 Summary of Results; References; Exercises; Chapter 2 Compression of Wide Struts; 2.1 Introduction; 2.2 Failure Criteria; 2.3 Cellular Sections; 2.4 Open Sections; 2.5 Corrugated Sandwich Panel; 2.6 Summary of Results; References; Exercise; Chapter 3 Bending of Slender Beams; 3.1 Introduction; 3.2 Solid Cross-Sections
3.3 Thin-Walled, Tubular Sections3.4 Open Sections; 3.5 Summary of Results; References; Exercises; Chapter 4 Torsion of Bars and Tubes; 4.1 Introduction; 4.2 Solid Cross-Sections; 4.3 Thin-Walled, Open Sections; 4.4 Thin-Walled, Closed Tubes; 4.5 Multi-Cell Tubes; References; Exercises; Chapter 5 Shear of Solid Bars, Tubes and Thin Sections; 5.1 Introduction; 5.2 Bars of Solid Section; 5.3 Thin-Walled Open Sections; 5.4 Thin-Walled, Closed Tubes; 5.5 Concluding Remarks; References; Exercise; Chapter 6 Combined Shear and Torsion in Thin-Walled Sections; 6.1 Introduction 6.2 Thin-Walled, Open Sections6.3 Thin-Walled, Closed Tubes; 6.4 Concluding Remarks; References; Exercises; Chapter 7 Combined Shear and Bending in Idealised Sections; 7.1 Introduction; 7.2 Idealised Beam Sections; 7.3 Idealised Open Sections; 7.4 Idealised Closed Tubes; References; Exercises; Chapter 8 Shear in Stiffened Webs; 8.1 Introduction; 8.2 Castellations in Shear; 8.3 Corrugated Web; 8.4 Flat Web with Stiffeners; References; Exercises; Chapter 9 Frame Assemblies; 9.1 Introduction; 9.2 Double-Strut Assembly; 9.3 Multiple-Strut Assembly; 9.4 Cantilevered Framework 9.5 Tetrahedron Framework9.6 Cantilever Frame with Two Struts; 9.7 Cantilever Frame with One Strut; References; Exercises; Chapter 10 Simply Supported Beams and Cantilevers; 10.1 Introduction; 10.2 Variable Bending Moments; 10.3 Cantilever with End-Load; 10.4 Cantilever with Distributed Loading; 10.5 Simply Supported Beam with Central Load; 10.6 Simply Supported Beam with Uniformly Distributed Load; 10.7 Additional Failure Criteria; References; Exercises; Chapter 11 Optimum Cross-Sections for Beams; 11.1 Introduction; 11.2 Approaching Optimum Sections; 11.3 Generalised Optimum Sections 11.4 Optimum Section, Combined Bending and Shear11.5 Solid, Axisymmetric Sections; 11.6 Fully Optimised Section; 11.7 Fully Optimised Weight; 11.8 Summary; References; Exercises; Chapter 12 Structures under Combined Loading; 12.1 Introduction; 12.2 Combined Bending and Torsion; 12.3 Cranked Cantilever; 12.4 Cranked Strut with End-Load; 12.5 Cranked Bracket with End-Load; 12.6 Portal Frame with Central Load; 12.7 Cantilever with End and Distributed Loading; 12.8 Centrally Propped Cantilever with End-Load; 12.9 End-Propped Cantilever with Distributed Load 12.10 Simply Supported Beam with Central-Concentrated and Distributed Loadings |
| Record Nr. | UNINA-9910831168503321 |
|
Rees D. W. A (David W. A.), <1947->
|
||
| Chichester, West Sussex, U.K. ; ; Hoboken, : J. Wiley, 2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Mechanics of optimal structural design [[electronic resource] ] : minimum weight structures / / David W.A. Rees
| Mechanics of optimal structural design [[electronic resource] ] : minimum weight structures / / David W.A. Rees |
| Autore | Rees D. W. A (David W. A.), <1947-> |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; Hoboken, : J. Wiley, 2009 |
| Descrizione fisica | 1 online resource (584 p.) |
| Disciplina |
624.1771
693 |
| Soggetto topico |
Lightweight construction
Structural optimization |
| ISBN |
1-282-45662-8
9786612456626 0-470-74978-4 0-470-74781-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Mechanics of Optimal Structural Design; Contents; Preface; Glossary of Terms; Key Symbols; Chapter 1 Compression of Slender Struts; 1.1 Introduction; 1.2 Failure Criteria; 1.3 Solid Cross-Sections; 1.4 Thin-Walled, Tubular Sections; 1.5 Thin-Walled, Open Sections; 1.6 Summary of Results; References; Exercises; Chapter 2 Compression of Wide Struts; 2.1 Introduction; 2.2 Failure Criteria; 2.3 Cellular Sections; 2.4 Open Sections; 2.5 Corrugated Sandwich Panel; 2.6 Summary of Results; References; Exercise; Chapter 3 Bending of Slender Beams; 3.1 Introduction; 3.2 Solid Cross-Sections
3.3 Thin-Walled, Tubular Sections3.4 Open Sections; 3.5 Summary of Results; References; Exercises; Chapter 4 Torsion of Bars and Tubes; 4.1 Introduction; 4.2 Solid Cross-Sections; 4.3 Thin-Walled, Open Sections; 4.4 Thin-Walled, Closed Tubes; 4.5 Multi-Cell Tubes; References; Exercises; Chapter 5 Shear of Solid Bars, Tubes and Thin Sections; 5.1 Introduction; 5.2 Bars of Solid Section; 5.3 Thin-Walled Open Sections; 5.4 Thin-Walled, Closed Tubes; 5.5 Concluding Remarks; References; Exercise; Chapter 6 Combined Shear and Torsion in Thin-Walled Sections; 6.1 Introduction 6.2 Thin-Walled, Open Sections6.3 Thin-Walled, Closed Tubes; 6.4 Concluding Remarks; References; Exercises; Chapter 7 Combined Shear and Bending in Idealised Sections; 7.1 Introduction; 7.2 Idealised Beam Sections; 7.3 Idealised Open Sections; 7.4 Idealised Closed Tubes; References; Exercises; Chapter 8 Shear in Stiffened Webs; 8.1 Introduction; 8.2 Castellations in Shear; 8.3 Corrugated Web; 8.4 Flat Web with Stiffeners; References; Exercises; Chapter 9 Frame Assemblies; 9.1 Introduction; 9.2 Double-Strut Assembly; 9.3 Multiple-Strut Assembly; 9.4 Cantilevered Framework 9.5 Tetrahedron Framework9.6 Cantilever Frame with Two Struts; 9.7 Cantilever Frame with One Strut; References; Exercises; Chapter 10 Simply Supported Beams and Cantilevers; 10.1 Introduction; 10.2 Variable Bending Moments; 10.3 Cantilever with End-Load; 10.4 Cantilever with Distributed Loading; 10.5 Simply Supported Beam with Central Load; 10.6 Simply Supported Beam with Uniformly Distributed Load; 10.7 Additional Failure Criteria; References; Exercises; Chapter 11 Optimum Cross-Sections for Beams; 11.1 Introduction; 11.2 Approaching Optimum Sections; 11.3 Generalised Optimum Sections 11.4 Optimum Section, Combined Bending and Shear11.5 Solid, Axisymmetric Sections; 11.6 Fully Optimised Section; 11.7 Fully Optimised Weight; 11.8 Summary; References; Exercises; Chapter 12 Structures under Combined Loading; 12.1 Introduction; 12.2 Combined Bending and Torsion; 12.3 Cranked Cantilever; 12.4 Cranked Strut with End-Load; 12.5 Cranked Bracket with End-Load; 12.6 Portal Frame with Central Load; 12.7 Cantilever with End and Distributed Loading; 12.8 Centrally Propped Cantilever with End-Load; 12.9 End-Propped Cantilever with Distributed Load 12.10 Simply Supported Beam with Central-Concentrated and Distributed Loadings |
| Record Nr. | UNINA-9910841344903321 |
|
Rees D. W. A (David W. A.), <1947->
|
||
| Chichester, West Sussex, U.K. ; ; Hoboken, : J. Wiley, 2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||