یادداشتهای مربوط به کتابنامه ، واژه نامه و نمایه های داخل اثر
متن يادداشت
Includes bibliographical references (pages 1019-1027) and index.
یادداشتهای مربوط به مندرجات
متن يادداشت
Machine generated contents note: 1. Tension, Compression, and Shear -- 1.1. Introduction to Mechanics of Materials -- 1.2. Problem-Solving Approach -- 1.3. Statics Review -- 1.4. Normal Stress and Strain -- 1.5. Mechanical Properties of Materials -- 1.6. Elasticity, Plasticity, and Creep -- 1.7. Linear Elasticity, Hooke's Law, and Poisson's Ratio -- 1.8. Shear Stress and Strain -- 1.9. Allowable Stresses and Allowable Loads -- 1.10. Design For Axial Loads and Direct Shear -- Chapter Summary and Review -- Problems -- 2. Axially Loaded Members -- 2.1. Introduction -- 2.2. Changes in Lengths of Axially Loaded Members -- 2.3. Changes in Lengths under Nonuniform Conditions -- 2.4. Statically Indeterminate Structures -- 2.5. Thermal Effects, Misfits, and Prestrains -- 2.6. Stresses on Inclined Sections -- 2.7. Strain Energy -- *2.8. Impact Loading -- *2.9. Repeated Loading and Fatigue -- *2.10. Stress Concentrations -- *2.11. Nonlinear Behavior -- *2.12. Elastoplastic Analysis -- Chapter Summary and Review
متن يادداشت
Note continued: *6.10. Elastoplastic Bending -- Chapter Summary and Review -- Problems -- 7. Analysis of Stress and Strain -- 7.1. Introduction -- 7.2. Plane Stress -- 7.3. Principal Stresses and Maximum Shear Stresses -- 7.4. Mohr's Circle for Plane Stress -- 7.5. Hooke's Law for Plane Stress -- 7.6. Triaxial Stress -- 7.7. Plane Strain -- Chapter Summary and Review -- Problems -- 8. Applications of Plane Stress (Pressure Vessels, Beams, and Combined Loadings) -- 8.1. Introduction -- 8.2. Spherical Pressure Vessels -- 8.3. Cylindrical Pressure Vessels -- 8.4. Maximum Stresses in Beams -- 8.5.Combined Loadings -- Chapter Summary and Review -- Problems -- 9. Deflections of Beams -- 9.1. Introduction -- 9.2. Differential Equations of the Deflection Curve -- 9.3. Deflections by Integration of the Bending-Moment Equation -- 9.4. Deflections by Integration of the Shear-Force and Load Equations -- 9.5. Method of Superposition -- 9.6. Moment-Area Method -- 9.7. Nonprismatic Beams
متن يادداشت
Note continued: 5.2. Pure Bending and Nonuniform Bending -- 5.3. Curvature of a Beam -- 5.4. Longitudinal Strains in Beams -- 5.5. Normal Stress in Beams (Linearly Elastic Materials) -- 5.6. Design of Beams for Bending Stresses -- 5.7. Nonprismatic Beams -- 5.8. Shear Stresses in Beams of Rectangular Cross Section -- 5.9. Shear Stresses in Beams of Circular Cross Section -- 5.10. Shear Stresses in the Webs of Beams with Flanges -- *5.11. Built-Up Beams and Shear Flow -- *5.12. Beams with Axial Loads -- *5.13. Stress Concentrations in Bending -- Chapter Summary and Review -- Problems -- 6. Stresses in Beams (Advanced Topics) -- 6.1. Introduction -- 6.2.Composite Beams -- 6.3. Transformed-Section Method -- 6.4. Doubly Symmetric Beams with Inclined Loads -- 6.5. Bending of Unsymmetric Beams -- 6.6. The Shear-Center Concept -- 6.7. Shear Stresses in Beams of Thin-Walled Open Cross Sections -- 6.8. Shear Stresses in Wide-Flange Beams -- 6.9. Shear Centers of Thin-Walled Open Sections
متن يادداشت
Note continued: 9.8. Strain Energy of Bending -- *9.9. Castigliano's Theorem -- *9.10. Deflections Produced by Impact -- *9.11. Temperature Effects -- Chapter Summary and Review -- Problems -- 10. Statically Indeterminate Beams -- 10.1. Introduction -- 10.2. Types of Statically Indeterminate Beams -- 10.3. Analysis by the Differential Equations of the Deflection Curve -- 10.4. Method of Superposition -- *10.5. Temperature Effects -- *10.6. Longitudinal Displacements at the Ends of a Beam -- Chapter Summary and Review -- Problems -- 11. Columns -- 11.1. Introduction -- 11.2. Buckling and Stability -- 11.3. Columns with Pinned Ends -- 11.4. Columns with Other Support Conditions -- 11.5. Columns with Eccentric Axial Loads -- 11.6. The Secant Formula for Columns -- 11.7. Elastic and Inelastic Column Behavior -- 11.8. Inelastic Buckling -- 11.9. Design Formulas for Columns -- Chapter Summary and Review -- Problems -- References and Historical Notes.
متن يادداشت
Note continued: Problems -- 3. Torsion -- 3.1. Introduction -- 3.2. Torsional Deformations of a Circular Bar -- 3.3. Circular Bars of Linearly Elastic Materials -- 3.4. Nonuniform Torsion -- 3.5. Stresses and Strains in Pure Shear -- 3.6. Relationship Between Moduli of Elasticity E and G -- 3.7. Transmission of Power by Circular Shafts -- 3.8. Statically Indeterminate Torsional Members -- 3.9. Strain Energy in Torsion and Pure Shear -- 3.10. Torsion of Noncircular Prismatic Shafts -- 3.11. Thin-Walled Tubes -- *3.12. Stress Concentrations in Torsion -- Chapter Summary and Review -- Problems -- 4. Shear Forces and Bending Moments -- 4.1. Introduction -- 4.2. Types of Beams, Loads, and Reactions -- 4.3. Shear Forces and Bending Moments -- 4.4. Relationships Among Loads, Shear Forces, and Bending Moments -- 4.5. Shear-Force and Bending-Moment Diagrams -- Chapter Summary and Review -- Problems -- 5. Stresses in Beams (Basic Topics) -- 5.1. Introduction
بدون عنوان
0
بدون عنوان
0
بدون عنوان
0
بدون عنوان
0
بدون عنوان
0
یادداشتهای مربوط به خلاصه یا چکیده
متن يادداشت
This text develops student understanding along with analytical and problem-solving skills. The main topics include analysis and design of structural members subjected to tension, compression, torsion, bending, and more.
موضوع (اسم عام یاعبارت اسمی عام)
موضوع مستند نشده
Materials, Problems, exercises, etc.
موضوع مستند نشده
Materials.
موضوع مستند نشده
Mechanics, Applied.
موضوع مستند نشده
Strength of materials, Problems, exercises, etc.
موضوع مستند نشده
Strength of materials.
موضوع مستند نشده
Materials.
موضوع مستند نشده
Mechanics, Applied.
موضوع مستند نشده
Strength of materials.
موضوع مستند نشده
Technology.
موضوع مستند نشده
Technology.
مقوله موضوعی
موضوع مستند نشده
TEC
موضوع مستند نشده
TEC
رده بندی ديویی
شماره
620
.
1123
ويراست
23
رده بندی کنگره
شماره رده
TA405
نشانه اثر
.
G44
2018
نام شخص به منزله سر شناسه - (مسئولیت معنوی درجه اول )