| ผู้แต่ง |
Ferdinand Beer |
| ชื่อเรื่อง |
Mechanics of materials / Ferdinand Beer ... [et al.] |
| ISBN |
978-007-13-1439-8
|
| ISBN |
007-131-439-3
|
| พิมพ์ลักษณ์ |
New York : McGraw-Hill, c2012 |
| เลขเรียก |
620.1 BM |
| ครั้งที่พิมพ์ |
6th ed |
| ลักษณะทางกายภาพ |
1 v. (various pagings) : col. ill. ; 27 cm |
| หมายเหตุ |
Contents: Machine generated contents note: 1. Introduction
--Concept of Stress
-- 1.1. Introduction
-- 1.2. A ShortReview of the Methods of Statics
-- 1.3. Stresses in theMembers of a Structure
-- 1.4. Analysis and Design
-- 1.5. Axial Loading; Normal Stress
-- 1.6. ShearingStress
-- 1.7. Bearing Stress in Connections
-- 1.8. Application to the Analysis and Design of SimpleStructures
-- 1.9. Method of Problem Solution -- 1.10. Numerical Accuracy -- 1.11. Stress on an Oblique Planeunder Axial Loading -- 1.12. Stress under GeneralLoading Conditions; Components of Stress -- 1.13. DesignConsiderations -- Review and Summary for Chapter 1 -- 2. Stress and Strain -- Axial Loading -- 2.1. Introduction -- 2.2. Normal Strain under Axial Loading-- 2.3. Stress-Strain Diagram -- 2.4. True Stress andTrue Strain -- 2.5. Hooke^'s Law; Modulus of Elasticity -- 2.6. Elastic versus Plastic Behavior of a Material -- 2.7. Repeated Loadings; Fatigue |
| หมายเหตุ |
Contents: 2.8. Deformations of Members under Axial Loading
-- 2.9. Statically Indeterminate Problems
-- 2.10. Problems Involving Temperature Changes
-- 2.11. Poisson^'s Ratio
-- 2.12. Multiaxial Loading;Generalized Hooke^'s Law
-- 2.13. Dilatation; BulkModulus
-- 2.14. Shearing Strain
-- 2.15. FurtherDiscussion of Deformations under Axial Loading; Relationamong E, v, and G
-- 2.16. Stress-Strain Relationshipsfor Fiber-Reinforced Composite Materials
-- 2.17. Stressand Strain Distribution under Axial Loading; Saint-Venant^'s Principle
-- 2.18. Stress Concentrations -- 2.19. Plastic Deformations -- 2.20. Residual Stresses-- Review and Summary for Chapter 2 -- 3. Torsion -- 3.1. Introduction -- 3.2. Preliminary Discussion ofthe Stresses in a Shaft -- 3.3. Deformations in aCircular Shaft -- 3.4. Stresses in the Elastic Range -- 3.5. Angle of Twist in the Elastic Range -- 3.6. Statically Indeterminate Shafts -- 3.7. Design ofTransmission Shafts -- 3.8. Stress Concentrations inCircular Shafts |
| หมายเหตุ |
Contents: 3.9. Plastic Deformations in Circular Shafts
-- 3.10. Circular Shafts Made of an Elastoplastic Material
-- 3.11. Residual Stresses in Circular Shafts
-- 3.12. Torsion of Noncircular Members
-- 3.13. Thin-WalledHollow Shafts
-- Review and Summary for Chapter 3
-- 4. Pure Bending
-- 4.1. Introduction
-- 4.2. SymmetricMember in Pure Bending
-- 4.3. Deformations in aSymmetric Member in Pure Bending
-- 4.4. Stresses andDeformations in the Elastic Range -- 4.5. Deformationsin a Transverse Cross Section -- 4.6. Bending of MembersMade of Several Materials -- 4.7. Stress Concentrations-- 4.8. Plastic Deformations -- 4.9. Members Made ofan Elastoplastic Material -- 4.10. Plastic Deformationsof Members with a Single Plane of Symmetry -- 4.11. Residual Stresses -- 4.12. Eccentric Axial Loading ina Plane of Symmetry -- 4.13. Unsymmetric Bending -- 4.14. General Case of Eccentric Axial Loading -- 4.15. Bending of Curved Members -- Review and Summary forChapter 4 -- 5. Analysis and Design of Beams for Bending |
| หมายเหตุ |
Contents: 5.1. Introduction
-- 5.2. Shear and Bending-MomentDiagrams
-- 5.3. Relations among Load, Shear, andBending Moment
-- 5.4. Design of Prismatic Beams forBending
-- 5.5. Using Singularity Functions to DetermineShear and Bending Moment in a Beam
-- 5.6. NonprismaticBeams
-- Review and Summary for Chapter 5
-- 6. Shearing Stresses In Beams and Thin-Walled Members
-- 6.1. Introduction
-- 6.2. Shear on the HorizontalFace of a Beam Element
-- 6.3. Determination of theShearing Stresses in a Beam -- 6.4. Shearing Stresses τxy in Common Types of Beams -- 6.5. FurtherDiscussion of the Distribution of Stresses in a NarrowRectangular Beam -- 6.6. Longitudinal Shear on a BeamElement of Arbitrary Shape -- 6.7. Shearing Stresses inThin-Walled Members -- 6.8. Plastic Deformations -- 6.9. Unsymmetric Loading of Thin-Walled Members; ShearCenter -- Review and Summary For Chapter 6 -- 7. Transformations of Stress and Strain -- 7.1. Introduction -- 7.2. Transformation of Plane Stress -- 7.3. Principal Stresses^'. Maximum Shearing Stress |
| หมายเหตุ |
Contents: 7.4. Mohr^'s Circle for Plane Stress
-- 7.5. GeneralState of Stress
-- 7.6. Application of Mohr^'s Circle tothe Three-Dimensional Analysis of Stress
-- 7.7. YieldCriteria for Ductile Materials under Plane Stress
-- 7.8. Fracture Criteria for Brittle Materials under PlaneStress
-- 7.9. Stresses in Thin-Walled Pressure Vessels
-- 7.10. Transformation of Plane Strain
-- 7.11. Mohr^'s Circle for Plane Strain
-- 7.12. Three-Dimensional Analysis of Strain
-- 7.13. Measurements ofStrain; Strain Rosette
-- Review and Summary for Chapter7 -- 8. Principal Stresses under a Given Loading -- 8.1. Introduction -- 8.2. Principal Stresses in aBeam -- 8.3. Design of Transmission Shafts -- 8.4. Stresses under Combined Loadings -- Review and Summaryfor Chapter 8 -- 9. Deflection of Beams -- 9.1. Introduction -- 9.2. Deformation of a Beam underTransverse Loading -- 9.3. Equation of the Elastic Curve-- 9.4. Direct Determination of the Elastic Curve fromthe Load Distribution -- 9.5. Statically IndeterminateBeams |
| หมายเหตุ |
Contents: 9.6. Using Singularity Functions to Determine the Slopeand Deflection of a Beam
-- 9.7. Method of Superposition
-- 9.8. Application of Superposition to StaticallyIndeterminate Beams
-- 9.9. Moment-Area Theorems
-- 9.10. Application to Cantilever Beams and Beams withSymmetric Loadings
-- 9.11. Bending-Moment Diagrams byParts
-- 9.12. Application of Moment-Area Theorems toBeams with Unsymmetric Loadings
-- 9.13. MaximumDeflection
-- 9.14. Use of Moment-Area Theorems withStatically Indeterminate Beams
-- Review and Summary forChapter 9
-- 10. Columns -- 10.1. Introduction -- 10.2. Stability of Structures -- 10.3. Euler^'sFormula for Pin-Ended Columns -- 10.4. Extension ofEuler^'s Formula to Columns with Other End Conditions -- 10.5. Eccentric Loading; the Secant Formula -- 10.6. Design of Columns under a Centric Load -- 10.7. Designof Columns under an Eccentric Load -- Review and Summaryfor Chapter 10 -- 11. Energy Methods -- 11.1. Introduction -- 11.2. Strain Energy |
| หมายเหตุ |
Contents: 11.3. Strain-Energy Density
-- 11.4. Elastic StrainEnergy for Normal Stresses
-- 11.5. Elastic StrainEnergy for Shearing Stresses
-- 11.6. Strain Energy fora General State of Stress
-- 11.7. Impact Loading
-- 11.8. Design for Impact Loads
-- 11.9. Work andEnergy under a Single Load
-- 11.10. Deflection under aSingle Load by the Work-Energy Method
-- 11.11. Work andEnergy under Several Loads
-- 11.12. Castigliano^'sTheorem
-- 11.13. Deflections by Castigliano^'s Theorem -- 11.14. Statically Indeterminate Structures -- Reviewand Summary for Chapter 11 -- Appendices -- A. Momentsof Areas -- B. Typical Properties of Selected MaterialsUsed in Engineering -- C. Properties of Rolled-SteelShapes -- D. Beam Deflections and Slopes -- E. Fundamentals of Engineering Examination |
| หัวเรื่อง |
Strength of materials--Textbooks |
| หัวเรื่อง |
Mechanics of materials |
| หัวเรื่อง |
Mechanics |
| หัวเรื่อง |
materials |
| ผู้แต่งร่วม |
Beer, Ferdinand P. (Ferdinand Pierre), 1915-2003 |
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