Strength of materials [[electronic resource] ] : a unified theory / / Surya N. Patnaik, Dale A. Hopkins

• Record Nr.: UNINA9910824456803321
• Autore: Patnaik Surya N
• Pubbl/distr/stampa: Amsterdam ; ; Boston, : Elsevier/Butterworth-Heinemann, c2004
• ISBN: 1-280-96425-1; 9786610964253; 0-08-046993-0
• Edizione: [1st ed.]
• Descrizione fisica: 1 online resource (773 p.)
• Altri autori (Persone): HopkinsDale A
• Disciplina: 620.1/12
• Soggetti: Strength of materials
• Lingua di pubblicazione: Inglese
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Note generali: "A new unified theory for the 21st century"--Cover.
• Nota di bibliografia: Includes index.
• Nota di contenuto: Cover; Front matter; Half Title Page; Title Page; Copyright; Contents; Preface; Strength of Materials; Determinate Analysis; Indeterminate Analysis; Stiffness Method; Redundant Force Method; Other Methods; Unified Theory of Strength of Materials; Historical Sketch; References; 1. Introduction; 1.1 Systems of Units; 1.2 Response Variables; 1.3 Sign Conventions; 1.4 Load-Carrying Capacity of Members; 1.5 Material Properties; 1.6 Stress-Strain Law; 1.7 Assumptions of Strength of Materials; 1.8 Equilibrium Equations; Three-Legged Table Problem; Navier's Table Problem; Problems; 2. Determinate Truss 2.1 Bar Member; 2.2 Stress in a Bar Member; 2.3 Displacement in a Bar Member; 2.4 Deformation in a Bar Member; 2.5 Strain in a Bar Member; 2.6 Definition of a Truss Problem; 2.7 Nodal Displacement; 2.8 Initial Deformation in a Determinate Truss; 2.9 Thermal Effect in a Truss; 2.10 Settling of Support; 2.11 Theory of Determinate Analysis; 2.12 Definition of Determinate Truss; Problems; 3. Simple Beam; 3.1 Analysis for Internal Forces; 3.2 Relationship between Bending Moment, Shear Force, and Load; 3.3 Flexure Formula; 3.4 Shear Stress Formula; 3.5 Displacement in a Beam; 3.6 Thermal Displacement in a Beam 3.7 Settling of Supports; 3.8 Shear Center; 3.9 Built-up Beam an Interface Shear Force; 3.10 Composite Beams; Problems; 4. Determinate Shaft; 4.1 Analysis of Internal Torque; 4.2 Torsion Formula; 4.3 Deformation Analysis; 4.4 Power ; Transmission through a Circular Shaft; Problems; 5. Simple Frames; Problems; 6. Indeterminate Truss; 6.1 Equilibrium Equations; 6.2 Deformation Displacement Relations; 6.3 Force Deformation Relations; 6.4 Compatibility Conditions; 6.5 Initial Deformation and Support Settling; 6.6 Null Property of the Equilibrium Equation and Compatibility Condition Matrices 6.7 Response Variables of Analysis; 6.8 Method of Forces or the Force Method; 6.9 Method of Displacements or the Displacement Method; 6.10 Integrated Force Method; Procedures for Analysis; Theory of Dual Integrated Force Method; Theory of Stiffness Method; Stiffness Method for Thermal Load; First Thermal Load; Second Thermal Load; Stiffness Method for Support Settling; Problems; 7. Indeterminate Beam; 7.1 Internal Forces in a Beam; 7.2 IFM Analysis for Indeterminate Beam; 7.3 Flexibility Matrix; 7.4 Stiffness Method Analysis for Indeterminate Beam 7.5 Stiffness Method for Mechanical Load; 7.6 Stiffness Solution for Thermal Load; 7.7 Stiffness Solution for Support Settling; 7.8 Stiffness Method Solution to the Propped Beam; 7.9 IFM Solution to Example 7-5; 7.10 Stiffness Method Solution to Example 7-5; Problems; 8. Indeterminate Shaft; 8.1 Equilibrium Equations; 8.2 Deformation Displacement Relations; 8.3 Force Deformation Relations; 8.4 Compatibility Conditions; 8.5 Integrated Force Method for Shaft; 8.6 Stiffness Method Analysis for Shaft; Problems; 9. Indeterminate Frame; 9.1 Integrated Force Method for Frame Analysis
• Sommario/riassunto: Strength of Materials provides a comprehensive overview of the latest theory of strength of materials. The unified theory presented in this book is developed around three concepts: Hooke's Law, Equilibrium Equations, and Compatibility conditions. The first two of these methods have been fully understood, but clearly are indirect methods with limitations. Through research, the authors have come to understand compatibility conditions, which, until now, had remained in an immature state of development. This method, the Integrated Force Method (IFM) couples equilibrium and compatibility conditions