Statics and mechanics of materials
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Statics and mechanics of materials
（Always learning）
Pearson, c2017
5th ed
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注記
Includes index
内容説明・目次
内容説明
For courses in introductory combined Statics and Mechanics of Materials courses found in ME, CE, AE, and Engineering Mechanics departments.
Statics and Mechanics of Materials represents a combined abridged version of two of the author's books, namely Engineering Mechanics: Statics, Fourteenth Edition and Mechanics of Materials, Tenth Edition. It provides a clear and thorough presentation of both the theory and application of the important fundamental topics of these subjects, that are often used in many engineering disciplines. The development emphasizes the importance of satisfying equilibrium, compatibility of deformation, and material behavior requirements. The hallmark of the book, however, remains the same as the author's unabridged versions, and that is, strong emphasis is placed on drawing a free-body diagram, and the importance of selecting an appropriate coordinate system and an associated sign convention whenever the equations of mechanics are applied. Throughout the book, many analysis and design applications are presented, which involve mechanical elements and structural members often encountered in engineering practice.
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目次
Table of Contents
General Principles
Chapter Objectives
1.1 Mechanics
1.2 Fundamental Concepts
1.3 The International System of Units
1.4 Numerical Calculations
1.5 General Procedure for Analysis
Force Vectors
Chapter Objectives
2.1 Scalars and Vectors
2.2 Vector Operations
2.3 Vector Addition of Forces
2.4 Addition of a System of Coplanar Forces
2.5 Cartesian Vectors
2.6 Addition of Cartesian Vectors
2.7 Position Vectors
2.8 Force Vector Directed Along a Line
2.9 Dot Product
Force System Resultants
Chapter Objectives
3.1 Moment of a Force-Scalar Formulation
3.2 Cross Product
3.3 Moment of a Force-Vector Formulation
3.4 Principle of Moments
3.5 Moment of a Force about a Specified Axis
3.6 Moment of a Couple
3.7 Simplification of a Force and Couple System
3.8 Further Simplification of a Force and Couple System
3.9 Reduction of a Simple Distributed Loading
Equilibrium of a Rigid Body
Chapter Objectives
4.1 Conditions for Rigid-Body Equilibrium
4.2 Free-Body Diagrams
4.3 Equations of Equilibrium
4.4 Two- and Three-Force Members
4.5 Free-Body Diagrams
4.6 Equations of Equilibrium
4.7 Characteristics of Dry Friction
4.8 Problems Involving Dry Friction
Structural Analysis
Chapter Objectives
5.1 Simple Trusses
5.2 The Method of Joints
5.3 Zero-Force Members
5.4 The Method of Sections
5.5 Frames and Machines
Center of Gravity, Centroid, and Moment of Inertia
Chapter Objectives
6.1 Center of Gravity and the Centroid of a Body
6.2 Composite Bodies
6.3 Moments of Inertia for Areas
6.4 Parallel-Axis Theorem for an Area
6.5 Moments of Inertia for Composite Areas
Stress and Strain
Chapter Objectives
7.1 Introduction
7.2 Internal Resultant Loadings
7.3 Stress
7.4 Average Normal Stress in an Axially Loaded Bar
7.5 Average Shear Stress
7.6 Allowable Stress Design
7.7 Deformation
7.8 Strain
Mechanical Properties of Materials
Chapter Objectives
8.1 The Tension and Compression Test
8.2 The Stress-Strain Diagram
8.3 Stress-Strain Behavior of Ductile and Brittle Materials
8.4 Strain Energy
8.5 Poisson's Ratio
8.6 The Shear Stress-Strain Diagram
Axial Load
Chapter Objectives
9.1 Saint-Venant's Principle
9.2 Elastic Deformation of an Axially Loaded Member
9.3 Principle of Superposition
9.4 Statically Indeterminate Axially Loaded Members
9.5 The Force Method of Analysis for Axially Loaded Members
9.6 Thermal Stress
Torsion
Chapter Objectives
10.1 Torsional Deformation of a Circular Shaft
10.2 The Torsion Formula
10.3 Power Transmission
10.4 Angle of Twist
10.5 Statically Indeterminate Torque-Loaded Members
Bending
Chapter Objectives
11.1 Shear and Moment Diagrams
11.2 Graphical Method for Constructing Shear and Moment Diagrams
11.3 Bending Deformation of a Straight Member
11.4 The Flexure Formula
11.5 Unsymmetric Bending
Transverse Shear
Chapter Objectives
12.1 Shear in Straight Members
12.2 The Shear Formula
12.3 Shear Flow in Built-Up Members
Combined Loadings
Chapter Objectives
13.1 Thin-Walled Pressure Vessels
13.2 State of Stress Caused by Combined Loadings
Stress and Strain Transformation
Chapter Objectives
14.1 Plane-Stress Transformation
14.2 General Equations of Plane-Stress Transformation
14.3 Principal Stresses and Maximum In-Plane Shear Stress
14.4 Mohr's Circle-Plane Stress
14.5 Absolute Maximum Shear Stress
14.6 Plane Strain
14.7 General Equations of Plane-Strain Transformation
*14.8 Mohr's Circle-Plane Strain
*14.9 Absolute Maximum Shear Strain
14.10 Strain Rosettes
14.11 Material Property Relationships
Design of Beams and Shafts
Chapter Objectives
15.1 Basis for Beam Design
15.2 Prismatic Beam Design
Deflection of Beams and Shafts
Chapter Objectives
16.1 The Elastic Curve
16.2 Slope and Displacement by Integration
*16.3 Discontinuity Functions
16.4 Method of Superposition
16.5 Statically Indeterminate Beams and Shafts-Method of Superposition
Buckling of Columns
Chapter Objectives
17.1 Critical Load
17.2 Ideal Column with Pin Supports
17.3 Columns Having Various Types of Supports
*17.4 The Secant Formula
Appendix
Mathematical Review and Expressions
Geometric Properties of An Area and Volume
Geometric Properties of Wide-Flange Sections
Slopes and Deflections of Beams
Preliminary Problems Solutions Fundamental Problems Solutions and Answers Selected Answers Index
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