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21 reviews(Ebook) Advanced Mechanics of Materials 6th Edition by Arthur P Boresi, Richard J Schmidt - Ebook PDF Instant Download/Delivery: 0471271799 ,9780471438816
Full download (Ebook) Advanced Mechanics of Materials 6th Edition after payment
Product details:
ISBN 10: 0471271799
ISBN 13: 9780471438816
Author: Arthur P Boresi, Richard J Schmidt
Building on the success of five previous editions, this new sixth edition continues to present a unified approach to the study of the behavior of structural members and the development of design and failure criteria. The text treats each type of structural member in sufficient detail so that the resulting solutions are directly applicable to real-world problems. New examples for various types of member and a large number of new problems are included. To facilitate the transition from elementary mechanics of materials to advanced topics, a review of the elements of mechanics of materials is presented along with appropriate examples and problems.
(Ebook) Advanced Mechanics of Materials 6th Edition Table of contents:
CHAPTER 1: INTRODUCTION
1.1 REVIEW OF ELEMENTARY MECHANICS OF MATERIALS
1.2 METHODS OF ANALYSIS
1.3 STRESS–STRAIN RELATIONS
1.4 FAILURE AND LIMITS ON DESIGN
PROBLEMS
REFERENCES
NOTES
CHAPTER 2: THEORIES OF STRESS AND STRAIN
2.1 DEFINITION OF STRESS AT A POINT
2.2 STRESS NOTATION
2.3 SYMMETRY OF THE STRESS ARRAY AND STRESS ON AN ARBITRARILY ORIENTED PLANE
2.4 TRANSFORMATION OF STRESS, PRINCIPAL STRESSES, AND OTHER PROPERTIES
2.5 DIFFERENTIAL EQUATIONS OF MOTION OF A DEFORMABLE BODY
2.6 DEFORMATION OF A DEFORMABLE BODY
2.7 STRAIN THEORY, TRANSFORMATION OF STRAIN, AND PRINCIPAL STRAINS7
2.8 SMALL‐DISPLACEMENT THEORY
2.9 STRAIN MEASUREMENT AND STRAIN ROSETTES
PROBLEMS
REFERENCES
NOTES
CHAPTER 3: LINEAR STRESS–STRAIN–TEMPERATURE RELATIONS
3.1 FIRST LAW OF THERMODYNAMICS, INTERNAL-ENERGY DENSITY, AND COMPLEMENTARY INTERNAL-ENERGY DENSITY
3.2 HOOKE’S LAW: ANISOTROPIC ELASTICITY
3.3 HOOKE’S LAW: ISOTROPIC ELASTICITY
3.4 EQUATIONS OF THERMOELASTICITY FOR ISOTROPIC MATERIALS
3.5 HOOKE’S LAW: ORTHOTROPIC MATERIALS
PROBLEMS
REFERENCES
CHAPTER 4: INELASTIC MATERIAL BEHAVIOR
4.1 LIMITATIONS ON THE USE OF UNIAXIAL STRESS–STRAIN DATA
4.2 NONLINEAR MATERIAL RESPONSE
4.3 YIELD CRITERIA: GENERAL CONCEPTS
4.4 YIELDING OF DUCTILE METALS
4.5 ALTERNATIVE YIELD CRITERIA
4.6 GENERAL YIELDING
PROBLEMS
REFERENCES
NOTES
CHAPTER 5: APPLICATIONS OF ENERGY METHODS
5.1 PRINCIPLE OF STATIONARY POTENTIAL ENERGY
5.2 CASTIGLIANO’S THEOREM ON DEFLECTIONS
5.3 CASTIGLIANO’S THEOREM ON DEFLECTIONS FOR LINEAR LOAD–DEFLECTION RELATIONS
5.4 DEFLECTIONS OF STATICALLY DETERMINATE STRUCTURES
5.5 STATICALLY INDETERMINATE STRUCTURES
PROBLEMS
REFERENCES
NOTES
CHAPTER 6: TORSION
6.1 TORSION OF A PRISMATIC BAR OF CIRCULAR CROSS SECTION
6.2 SAINT-VENANT’S SEMIINVERSE METHOD
6.3 LINEAR ELASTIC SOLUTION
6.4 THE PRANDTL ELASTIC-MEMBRANE (SOAP-FILM) ANALOGY
6.5 NARROW RECTANGULAR CROSS SECTION
6.6 TORSION OF RECTANGULAR CROSS SECTION MEMBERS
6.7 HOLLOW THIN-WALL TORSION MEMBERS AND MULTIPLY CONNECTED CROSS SECTIONS
6.8 THIN-WALL TORSION MEMBERS WITH RESTRAINED ENDS
6.9 NUMERICAL SOLUTION OF THE TORSION PROBLEM
6.10 INELASTIC TORSION: CIRCULAR CROSS SECTIONS
6.11 FULLY PLASTIC TORSION: GENERAL CROSS SECTIONS
PROBLEMS
REFERENCES
NOTES
CHAPTER 7: BENDING OF STRAIGHT BEAMS
7.1 FUNDAMENTALS OF BEAM BENDING
7.2 BENDING STRESSES IN BEAMS SUBJECTED TO NONSYMMETRICAL BENDING
7.3 DEFLECTIONS OF STRAIGHT BEAMS SUBJECTED TO NONSYMMETRICAL BENDING
7.4 EFFECT OF INCLINED LOADS
7.5 FULLY PLASTIC LOAD FOR NONSYMMETRICAL BENDING
PROBLEMS
REFERENCE
CHAPTER 8: SHEAR CENTER FOR THIN-WALL BEAM CROSS SECTIONS
8.1 APPROXIMATIONS FOR SHEAR IN THIN-WALL BEAM CROSS SECTIONS
8.2 SHEAR FLOW IN THIN-WALL BEAM CROSS SECTIONS
8.3 SHEAR CENTER FOR A CHANNEL SECTION
8.4 SHEAR CENTER OF COMPOSITE BEAMS FORMED FROM STRINGERS AND THIN WEBS
8.5 SHEAR CENTER OF BOX BEAMS
PROBLEMS
REFERENCE
CHAPTER 9: CURVED BEAMS
9.1 INTRODUCTION
9.2 CIRCUMFERENTIAL STRESSES IN A CURVED BEAM
9.3 RADIAL STRESSES IN CURVED BEAMS
9.4 CORRECTION OF CIRCUMFERENTIAL STRESSES IN CURVED BEAMS HAVING I, T, OR SIMILAR CROSS SECTIONS
9.5 DEFLECTIONS OF CURVED BEAMS
9.6 STATICALLY INDETERMINATE CURVED BEAMS: CLOSED RING SUBJECTED TO A CONCENTRATED LOAD
9.7 FULLY PLASTIC LOADS FOR CURVED BEAMS
PROBLEMS
REFERENCES
CHAPTER 10: BEAMS ON ELASTIC FOUNDATIONS
10.1 GENERAL THEORY
10.2 INFINITE BEAM SUBJECTED TO A CONCENTRATED LOAD: BOUNDARY CONDITIONS
10.3 INFINITE BEAM SUBJECTED TO A DISTRIBUTED LOAD SEGMENT
10.4 SEMIINFINITE BEAM SUBJECTED TO LOADS AT ITS END
10.5 SEMIINFINITE BEAM WITH CONCENTRATED LOAD NEAR ITS END
10.6 SHORT BEAMS
10.7 THIN-WALL CIRCULAR CYLINDERS
PROBLEMS
REFERENCES
NOTES
CHAPTER 11: THE THICK-WALL CYLINDER
11.1 BASIC RELATIONS
11.2 STRESS COMPONENTS AT SECTIONS FAR FROM ENDS FOR A CYLINDER WITH CLOSED ENDS
11.3 STRESS COMPONENTS AND RADIAL DISPLACEMENT FOR CONSTANT TEMPERATURE
11.4 CRITERIA OF FAILURE
11.5 FULLY PLASTIC PRESSURE AND AUTOFRETTAGE
11.6 CYLINDER SOLUTION FOR TEMPERATURE CHANGE ONLY
11.7 ROTATING DISKS OF CONSTANT THICKNESS
PROBLEMS
REFERENCES
CHAPTER 12: ELASTIC AND INELASTIC STABILITY OF COLUMNS
12.1 INTRODUCTION TO THE CONCEPT OF COLUMN BUCKLING
12.2 DEFLECTION RESPONSE OF COLUMNS TO COMPRESSIVE LOADS
12.3 THE EULER FORMULA FOR COLUMNS WITH PINNED ENDS
12.4 EULER BUCKLING OF COLUMNS WITH LINEARLY ELASTIC END CONSTRAINTS
12.5 LOCAL BUCKLING OF COLUMNS
12.6 INELASTIC BUCKLING OF COLUMNS
PROBLEMS
REFERENCES
CHAPTER 13: FLAT PLATES
13.1 INTRODUCTION
13.2 STRESS RESULTANTS IN A FLAT PLATE
13.3 KINEMATICS: STRAIN–DISPLACEMENT RELATIONS FOR PLATES
13.4 EQUILIBRIUM EQUATIONS FOR SMALL-DISPLACEMENT THEORY OF FLAT PLATES
13.5 STRESS–STRAIN–TEMPERATURE RELATIONS FOR ISOTROPIC ELASTIC PLATES
13.6 STRAIN ENERGY OF A PLATE
13.7 BOUNDARY CONDITIONS FOR PLATES
13.8 SOLUTION OF RECTANGULAR PLATE PROBLEMS
13.9 SOLUTION OF CIRCULAR PLATE PROBLEMS
PROBLEMS
REFERENCES
NOTES
CHAPTER 14: STRESS CONCENTRATIONS
14.1 NATURE OF A STRESS CONCENTRATION PROBLEM AND THE STRESS CONCENTRATION FACTOR
14.2 STRESS CONCENTRATION FACTORS: THEORY OF ELASTICITY
14.3 STRESS CONCENTRATION FACTORS: COMBINED LOADS
14.4 STRESS CONCENTRATION FACTORS: EXPERIMENTAL TECHNIQUES
14.5 EFFECTIVE STRESS CONCENTRATION FACTORS
14.6 EFFECTIVE STRESS CONCENTRATION FACTORS: INELASTIC STRAINS
PROBLEMS
REFERENCES
NOTES
CHAPTER 15: FRACTURE MECHANICS
15.1 FAILURE CRITERIA AND FRACTURE
15.2 THE STATIONARY CRACK
15.3 CRACK PROPAGATION AND THE STRESS INTENSITY FACTOR
15.4 FRACTURE: OTHER FACTORS
PROBLEMS
REFERENCES
NOTES
CHAPTER 16: FATIGUE: PROGRESSIVE FRACTURE
16.1 FRACTURE RESULTING FROM CYCLIC LOADING
16.2 EFFECTIVE STRESS CONCENTRATION FACTORS: REPEATED LOADS
16.3 EFFECTIVE STRESS CONCENTRATION FACTORS: OTHER INFLUENCES
16.4 LOW CYCLE FATIGUE AND THE ϵ–N RELATION
PROBLEMS
REFERENCES
CHAPTER 17: CONTACT STRESSES
17.1 INTRODUCTION
17.2 THE PROBLEM OF DETERMINING CONTACT STRESSES
17.3 GEOMETRY OF THE CONTACT SURFACE
17.4 NOTATION AND MEANING OF TERMS
17.5 EXPRESSIONS FOR PRINCIPAL STRESSES
17.6 METHOD OF COMPUTING CONTACT STRESSES
17.7 DEFLECTION OF BODIES IN POINT CONTACT
17.8 STRESS FOR TWO BODIES IN LINE CONTACT: LOADS NORMAL TO CONTACT AREA
17.9 STRESSES FOR TWO BODIES IN LINE CONTACT: LOADS NORMAL AND TANGENT TO CONTACT AREA
PROBLEMS
REFERENCES
NOTES
CHAPTER 18: CREEP: TIME-DEPENDENT DEFORMATION
18.1 DEFINITION OF CREEP AND THE CREEP CURVE
18.2 THE TENSION CREEP TEST FOR METALS
18.3 ONE-DIMENSIONAL CREEP FORMULAS FOR METALS SUBJECTED TO CONSTANT STRESS AND ELEVATED TEMPERATURE
18.4 ONE-DIMENSIONAL CREEP OF METALS SUBJECTED TO VARIABLE STRESS AND TEMPERATURE
18.5 CREEP UNDER MULTIAXIAL STATES OF STRESS
18.6 FLOW RULE FOR CREEP OF METALS SUBJECTED TO MULTIAXIAL STATES OF STRESS
18.7 AN APPLICATION OF CREEP OF METALS
18.8 CREEP OF NONMETALS
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Tags: Arthur P Boresi, Richard J Schmidt, Advanced Mechanics, Materials