Elastoplastic modeling / / Jean Salençon |
Autore | Salençon Jean |
Pubbl/distr/stampa | London, England ; ; Hoboken, New Jersey : , : ISTE : , : Wiley, , [2020] |
Descrizione fisica | 1 online resource (277 pages) |
Disciplina | 620.1123 |
Collana | Civil engineering and geomechanics series |
Soggetto topico | Elastoplasticity |
ISBN |
1-119-75137-3
1-119-75138-1 1-119-75136-5 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910554860003321 |
Salençon Jean
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London, England ; ; Hoboken, New Jersey : , : ISTE : , : Wiley, , [2020] | ||
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Lo trovi qui: Univ. Federico II | ||
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Elastoplastic modeling / / Jean Salençon |
Autore | Salençon Jean |
Pubbl/distr/stampa | London, England ; ; Hoboken, New Jersey : , : ISTE : , : Wiley, , [2020] |
Descrizione fisica | 1 online resource (277 pages) |
Disciplina | 620.1123 |
Collana | Civil engineering and geomechanics series |
Soggetto topico | Elastoplasticity |
ISBN |
1-119-75137-3
1-119-75138-1 1-119-75136-5 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910825354003321 |
Salençon Jean
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||
London, England ; ; Hoboken, New Jersey : , : ISTE : , : Wiley, , [2020] | ||
![]() | ||
Lo trovi qui: Univ. Federico II | ||
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Virtual work approach to mechanical modeling / / Jean Salencon |
Autore | Salençon Jean |
Pubbl/distr/stampa | London, [England] ; ; Hoboken, New Jersey : , : ISTE : , : Wiley, , 2018 |
Descrizione fisica | 1 online resource (347 pages) |
Disciplina | 531.23 |
Collana | Mechanical Engineering And Solid Mechanics Series |
Soggetto topico |
Virtual work
Machinery - Models |
ISBN |
1-119-51059-7
1-119-51063-5 1-119-49237-8 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910270929403321 |
Salençon Jean
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London, [England] ; ; Hoboken, New Jersey : , : ISTE : , : Wiley, , 2018 | ||
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Lo trovi qui: Univ. Federico II | ||
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Virtual work approach to mechanical modeling / / Jean Salencon |
Autore | Salençon Jean |
Pubbl/distr/stampa | London, [England] ; ; Hoboken, New Jersey : , : ISTE : , : Wiley, , 2018 |
Descrizione fisica | 1 online resource (347 pages) |
Disciplina | 531.23 |
Collana | Mechanical Engineering And Solid Mechanics Series |
Soggetto topico |
Virtual work
Machinery - Models |
ISBN |
1-119-51059-7
1-119-51063-5 1-119-49237-8 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910821077803321 |
Salençon Jean
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London, [England] ; ; Hoboken, New Jersey : , : ISTE : , : Wiley, , 2018 | ||
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Lo trovi qui: Univ. Federico II | ||
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Viscoelastic modeling for structural analysis / / Jean Salencon |
Autore | Salençon Jean |
Pubbl/distr/stampa | London : , : John Wiley & Sons, Incorporated, , [2019] |
Descrizione fisica | 1 online resource (207 pages) |
Disciplina | 624.17102854 |
Collana | THEi Wiley ebooks. |
Soggetto topico | Structural analysis (Engineering) - Computer programs |
ISBN |
1-119-61835-5
1-5231-2858-5 1-119-61833-9 1-119-61836-3 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910555035003321 |
Salençon Jean
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||
London : , : John Wiley & Sons, Incorporated, , [2019] | ||
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Lo trovi qui: Univ. Federico II | ||
|
Viscoelastic modeling for structural analysis / / Jean Salencon |
Autore | Salençon Jean |
Pubbl/distr/stampa | London : , : John Wiley & Sons, Incorporated, , [2019] |
Descrizione fisica | 1 online resource (207 pages) |
Disciplina | 624.17102854 |
Collana | THEi Wiley ebooks. |
Soggetto topico | Structural analysis (Engineering) - Computer programs |
ISBN |
1-119-61835-5
1-5231-2858-5 1-119-61833-9 1-119-61836-3 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910807180403321 |
Salençon Jean
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London : , : John Wiley & Sons, Incorporated, , [2019] | ||
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Lo trovi qui: Univ. Federico II | ||
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Yield design [[electronic resource] /] / Jean Salençon |
Autore | Salençon Jean |
Pubbl/distr/stampa | Hoboken, N.J., : ISTE Ltd/John Wiley and Sons Inc, 2013 |
Descrizione fisica | 1 online resource (258 p.) |
Disciplina | 624.176 |
Collana | Mechanical engineering and solid mechanics series |
Soggetto topico | Plastic analysis (Engineering) |
ISBN |
1-118-64900-1
1-118-64898-6 1-118-64899-4 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
CONTENTS; Preface; Chapter 1. Origins and Topicality of a Concept; 1.1 Historical milestones; 1.2.Topicality of the yield design approach; 1.3.Bibliography; Chapter 2. An Introductory Example of the Yield Design Approach; 2.1. Setting the problem; 2.2. Potential stability of the structure; 2.3. To what extent potential stability is a relevant concept?; 2.4.Bibliography; Chapter 3. The Continuum Mechanics Framework; 3.1. Modeling the continuum; 3.2.Dynamics; 3.3 The theory of virtual work; 3.4 Statically and kinematically admissible fields; 3.5.Bibliography
Chapter 4. Primal Approach of the Theory of Yield Design4.1. Settlement of the problem; 4.2 Potentially safe loads; 4.3.Comments; 4.4 Some usual isotropic strength criteria; 4.5.Bibliography; Chapter 5. Dual Approach of the Theory of Yield Design; 5.1. A static exterior approach; 5.2 A kinematic necessary condition; 5.3. The π functions; 5.4. π functions for usual isotropic strength criteria; 5.5.Bibliography; Chapter 6. Kinematic Exterior Approach; 6.1. Equation of the kinematic exterior approach; 6.2 Relevant virtual velocity fields; 6.3 One domain, two approaches; 6.4.Bibliography Chapter 7. Ultimate Limit State Design from the Theory ofYield Design7.1. Basic principles of ultimate limit state design; 7.2 Revisiting the yield design theory in the context of ULSD; 7.3 The yield design theory applied to ULSD; 7.4.Conclusion; 7.5.Bibliography; Chapter 8. Optimality and Probability Approaches ofYield Design; 8.1. Optimal dimensioning and probabilistic approach; 8.2.Domain of potential stability; 8.3 Optimal dimensioning; 8.4.Probabilistic approach of yield design; 8.5.Bibliography; Chapter 9. Yield Design of Structures; 9.1. The curvilinear one-dimensional continuum 9.2 Implementation of the yield design theory9.3 Typical strength criteria; 9.4 Final comments; 9.5 Bibliography; Chapter 10. Yield Design of Plates: the Model; 10.1. Modeling plates as two-dimensional continua; 10.2.Dynamics; 10.3 Theorem/principle of virtual work; 10.4 Plate model derived from the three-dimensional continuum; 10.5.Bibliography; Chapter 11. Yield Design of Plates Subjected to Pure Bending; 11.1. The yield design problem; 11.2 Implementation of the yield design theory; 11.3. Strength criteria and π functions; 11.4.Final comments; 11.5.Bibliography; Index |
Record Nr. | UNINA-9910141562903321 |
Salençon Jean
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Hoboken, N.J., : ISTE Ltd/John Wiley and Sons Inc, 2013 | ||
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Lo trovi qui: Univ. Federico II | ||
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Yield design / / Jean Salençon |
Autore | Salençon Jean |
Edizione | [1st ed.] |
Pubbl/distr/stampa | Hoboken, N.J., : ISTE Ltd/John Wiley and Sons Inc, 2013 |
Descrizione fisica | 1 online resource (258 p.) |
Disciplina | 624.176 |
Collana | Mechanical engineering and solid mechanics series |
Soggetto topico | Plastic analysis (Engineering) |
ISBN |
1-118-64900-1
1-118-64898-6 1-118-64899-4 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
CONTENTS; Preface; Chapter 1. Origins and Topicality of a Concept; 1.1 Historical milestones; 1.2.Topicality of the yield design approach; 1.3.Bibliography; Chapter 2. An Introductory Example of the Yield Design Approach; 2.1. Setting the problem; 2.2. Potential stability of the structure; 2.3. To what extent potential stability is a relevant concept?; 2.4.Bibliography; Chapter 3. The Continuum Mechanics Framework; 3.1. Modeling the continuum; 3.2.Dynamics; 3.3 The theory of virtual work; 3.4 Statically and kinematically admissible fields; 3.5.Bibliography
Chapter 4. Primal Approach of the Theory of Yield Design4.1. Settlement of the problem; 4.2 Potentially safe loads; 4.3.Comments; 4.4 Some usual isotropic strength criteria; 4.5.Bibliography; Chapter 5. Dual Approach of the Theory of Yield Design; 5.1. A static exterior approach; 5.2 A kinematic necessary condition; 5.3. The π functions; 5.4. π functions for usual isotropic strength criteria; 5.5.Bibliography; Chapter 6. Kinematic Exterior Approach; 6.1. Equation of the kinematic exterior approach; 6.2 Relevant virtual velocity fields; 6.3 One domain, two approaches; 6.4.Bibliography Chapter 7. Ultimate Limit State Design from the Theory ofYield Design7.1. Basic principles of ultimate limit state design; 7.2 Revisiting the yield design theory in the context of ULSD; 7.3 The yield design theory applied to ULSD; 7.4.Conclusion; 7.5.Bibliography; Chapter 8. Optimality and Probability Approaches ofYield Design; 8.1. Optimal dimensioning and probabilistic approach; 8.2.Domain of potential stability; 8.3 Optimal dimensioning; 8.4.Probabilistic approach of yield design; 8.5.Bibliography; Chapter 9. Yield Design of Structures; 9.1. The curvilinear one-dimensional continuum 9.2 Implementation of the yield design theory9.3 Typical strength criteria; 9.4 Final comments; 9.5 Bibliography; Chapter 10. Yield Design of Plates: the Model; 10.1. Modeling plates as two-dimensional continua; 10.2.Dynamics; 10.3 Theorem/principle of virtual work; 10.4 Plate model derived from the three-dimensional continuum; 10.5.Bibliography; Chapter 11. Yield Design of Plates Subjected to Pure Bending; 11.1. The yield design problem; 11.2 Implementation of the yield design theory; 11.3. Strength criteria and π functions; 11.4.Final comments; 11.5.Bibliography; Index |
Record Nr. | UNINA-9910811083803321 |
Salençon Jean
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Hoboken, N.J., : ISTE Ltd/John Wiley and Sons Inc, 2013 | ||
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Lo trovi qui: Univ. Federico II | ||
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