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Analysis of structures [[electronic resource] ] : an introduction including numerical methods / / Joe G. Eisley, Anthony Waas
| Analysis of structures [[electronic resource] ] : an introduction including numerical methods / / Joe G. Eisley, Anthony Waas |
| Autore | Eisley Joe |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; [Hoboken, NJ], : John Wiley & Sons, 2011 |
| Descrizione fisica | 1 online resource (640 p.) |
| Disciplina |
624.1/71
624.171 629.13431 |
| Altri autori (Persone) | WaasAnthony M |
| Soggetto topico |
Structural analysis (Engineering) - Mathematics
Numerical analysis |
| ISBN |
1-119-99354-7
1-299-31437-6 1-119-99327-X 1-119-99328-8 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
ANALYSIS OFSTRUCTURES; Contents; About the Authors; Preface; 1 Forces and Moments; 1.1 Introduction; 1.2 Units; 1.3 Forces in Mechanics of Materials; 1.4 Concentrated Forces; 1.5 Moment of a Concentrated Force; 1.6 Distributed Forces-Force and Moment Resultants; 1.7 Internal Forces and Stresses-Stress Resultants; 1.8 Restraint Forces and Restraint Force Resultants; 1.9 Summary and Conclusions; 2 Static Equilibrium; 2.1 Introduction; 2.2 Free Body Diagrams; 2.3 Equilibrium-Concentrated Forces; 2.3.1 Two Force Members and Pin Jointed Trusses; 2.3.2 Slender Rigid Bars; 2.3.3 Pulleys and Cables
2.3.4 Springs2.4 Equilibrium-Distributed Forces; 2.5 Equilibrium in Three Dimensions; 2.6 Equilibrium-Internal Forces and Stresses; 2.6.1 Equilibrium of Internal Forces in Three Dimensions; 2.6.2 Equilibrium in Two Dimensions-Plane Stress; 2.6.3 Equilibrium in One Dimension-Uniaxial Stress; 2.7 Summary and Conclusions; 3 Displacement, Strain, and Material Properties; 3.1 Introduction; 3.2 Displacement and Strain; 3.2.1 Displacement; 3.2.2 Strain; 3.3 Compatibility; 3.4 Linear Material Properties; 3.4.1 Hooke's Law in One Dimension-Tension; 3.4.2 Poisson's Ratio 3.4.3 Hooke's Law in One Dimension-Shear in Isotropic Materials3.4.4 Hooke's Law in Two Dimensions for Isotropic Materials; 3.4.5 Generalized Hooke's Law for Isotropic Materials; 3.5 Some Simple Solutions for Stress, Strain, and Displacement; 3.6 Thermal Strain; 3.7 Engineering Materials; 3.8 Fiber Reinforced Composite Laminates; 3.8.1 Hooke's Law in Two Dimensions for a FRP Lamina; 3.8.2 Properties of Unidirectional Lamina; 3.9 Plan for the Following Chapters; 3.10 Summary and Conclusions; 4 Classical Analysis of the Axially Loaded Slender Bar; 4.1 Introduction 4.2 Solutions from the Theory of Elasticity4.3 Derivation and Solution of the Governing Equations; 4.4 The Statically Determinate Case; 4.5 The Statically Indeterminate Case; 4.6 Variable Cross Sections; 4.7 Thermal Stress and Strain in an Axially Loaded Bar; 4.8 Shearing Stress in an Axially Loaded Bar; 4.9 Design of Axially Loaded Bars; 4.10 Analysis and Design of Pin Jointed Trusses; 4.11 Work and Energy-Castigliano's Second Theorem; 4.12 Summary and Conclusions; 5 A General Method for the Axially Loaded Slender Bar; 5.1 Introduction 5.2 Nodes, Elements, Shape Functions, and the Element Stiffness Matrix5.3 The Assembled Global Equations and Their Solution; 5.4 A General Method-Distributed Applied Loads; 5.5 Variable Cross Sections; 5.6 Analysis and Design of Pin-jointed Trusses; 5.7 Summary and Conclusions; 6 Torsion; 6.1 Introduction; 6.2 Torsional Displacement, Strain, and Stress; 6.3 Derivation and Solution of the Governing Equations; 6.4 Solutions from the Theory of Elasticity; 6.5 Torsional Stress in Thin Walled Cross Sections; 6.6 Work and Energy-Torsional Stiffness in a Thin Walled Tube 6.7 Torsional Stress and Stiffness in Multicell Sections |
| Record Nr. | UNINA-9910139555803321 |
Eisley Joe
|
||
| Chichester, West Sussex, U.K. ; ; [Hoboken, NJ], : John Wiley & Sons, 2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Analysis of structures : an introduction including numerical methods / / Joe G. Eisley, Anthony Waas
| Analysis of structures : an introduction including numerical methods / / Joe G. Eisley, Anthony Waas |
| Autore | Eisley Joe |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; [Hoboken, NJ], : John Wiley & Sons, 2011 |
| Descrizione fisica | 1 online resource (640 p.) |
| Disciplina | 624.1/71 |
| Altri autori (Persone) | WaasAnthony M |
| Soggetto topico |
Structural analysis (Engineering) - Mathematics
Numerical analysis |
| ISBN |
1-119-99354-7
1-299-31437-6 1-119-99327-X 1-119-99328-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
ANALYSIS OFSTRUCTURES; Contents; About the Authors; Preface; 1 Forces and Moments; 1.1 Introduction; 1.2 Units; 1.3 Forces in Mechanics of Materials; 1.4 Concentrated Forces; 1.5 Moment of a Concentrated Force; 1.6 Distributed Forces-Force and Moment Resultants; 1.7 Internal Forces and Stresses-Stress Resultants; 1.8 Restraint Forces and Restraint Force Resultants; 1.9 Summary and Conclusions; 2 Static Equilibrium; 2.1 Introduction; 2.2 Free Body Diagrams; 2.3 Equilibrium-Concentrated Forces; 2.3.1 Two Force Members and Pin Jointed Trusses; 2.3.2 Slender Rigid Bars; 2.3.3 Pulleys and Cables
2.3.4 Springs2.4 Equilibrium-Distributed Forces; 2.5 Equilibrium in Three Dimensions; 2.6 Equilibrium-Internal Forces and Stresses; 2.6.1 Equilibrium of Internal Forces in Three Dimensions; 2.6.2 Equilibrium in Two Dimensions-Plane Stress; 2.6.3 Equilibrium in One Dimension-Uniaxial Stress; 2.7 Summary and Conclusions; 3 Displacement, Strain, and Material Properties; 3.1 Introduction; 3.2 Displacement and Strain; 3.2.1 Displacement; 3.2.2 Strain; 3.3 Compatibility; 3.4 Linear Material Properties; 3.4.1 Hooke's Law in One Dimension-Tension; 3.4.2 Poisson's Ratio 3.4.3 Hooke's Law in One Dimension-Shear in Isotropic Materials3.4.4 Hooke's Law in Two Dimensions for Isotropic Materials; 3.4.5 Generalized Hooke's Law for Isotropic Materials; 3.5 Some Simple Solutions for Stress, Strain, and Displacement; 3.6 Thermal Strain; 3.7 Engineering Materials; 3.8 Fiber Reinforced Composite Laminates; 3.8.1 Hooke's Law in Two Dimensions for a FRP Lamina; 3.8.2 Properties of Unidirectional Lamina; 3.9 Plan for the Following Chapters; 3.10 Summary and Conclusions; 4 Classical Analysis of the Axially Loaded Slender Bar; 4.1 Introduction 4.2 Solutions from the Theory of Elasticity4.3 Derivation and Solution of the Governing Equations; 4.4 The Statically Determinate Case; 4.5 The Statically Indeterminate Case; 4.6 Variable Cross Sections; 4.7 Thermal Stress and Strain in an Axially Loaded Bar; 4.8 Shearing Stress in an Axially Loaded Bar; 4.9 Design of Axially Loaded Bars; 4.10 Analysis and Design of Pin Jointed Trusses; 4.11 Work and Energy-Castigliano's Second Theorem; 4.12 Summary and Conclusions; 5 A General Method for the Axially Loaded Slender Bar; 5.1 Introduction 5.2 Nodes, Elements, Shape Functions, and the Element Stiffness Matrix5.3 The Assembled Global Equations and Their Solution; 5.4 A General Method-Distributed Applied Loads; 5.5 Variable Cross Sections; 5.6 Analysis and Design of Pin-jointed Trusses; 5.7 Summary and Conclusions; 6 Torsion; 6.1 Introduction; 6.2 Torsional Displacement, Strain, and Stress; 6.3 Derivation and Solution of the Governing Equations; 6.4 Solutions from the Theory of Elasticity; 6.5 Torsional Stress in Thin Walled Cross Sections; 6.6 Work and Energy-Torsional Stiffness in a Thin Walled Tube 6.7 Torsional Stress and Stiffness in Multicell Sections |
| Record Nr. | UNINA-9910826145903321 |
|
Eisley Joe
|
||
| Chichester, West Sussex, U.K. ; ; [Hoboken, NJ], : John Wiley & Sons, 2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||