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Mechanics of Solids and Structures 2nd edition [Hardback]

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(Texas A&M University, College Station, USA), (Imperial College London, UK)
  • Formāts: Hardback, 705 pages, height x width: 254x178 mm, weight: 1582 g, 10 Tables, black and white; 512 Illustrations, black and white
  • Sērija : Applied and Computational Mechanics
  • Izdošanas datums: 12-Jun-2012
  • Izdevniecība: CRC Press Inc
  • ISBN-10: 1439858144
  • ISBN-13: 9781439858141
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Mechanics of Solids and Structures 2nd editionPalielināt
  • Formāts: Hardback, 705 pages, height x width: 254x178 mm, weight: 1582 g, 10 Tables, black and white; 512 Illustrations, black and white
  • Sērija : Applied and Computational Mechanics
  • Izdošanas datums: 12-Jun-2012
  • Izdevniecība: CRC Press Inc
  • ISBN-10: 1439858144
  • ISBN-13: 9781439858141
Citas grāmatas par šo tēmu:
Speciālā piedāvājuma visas grāmatas: Taylor & Francis offers several science and technology titles with ISE (International Student Edition) prices
Permanent link: https://www.kriso.lv/db/9781439858141.html
Keywords:
A popular text in its first edition, Mechanics of Solids and Structures serves as a course text for the senior/graduate (fourth or fifth year) courses/modules in the mechanics of solid/advanced strength of materials, offered in aerospace, civil, engineering science, and mechanical engineering departments. Now, Mechanics of Solid and Structure, Second Edition presents the latest developments in computational methods that have revolutionized the field, while retaining all of the basic principles and foundational information needed for mastering advanced engineering mechanics.

Key changes to the second edition include full-color illustrations throughout, web-based computational material, and the addition of a new chapter on the energy methods of structural mechanics. Using authoritative, yet accessible language, the authors explain the construction of expressions for both total potential energy and complementary potential energy associated with structures. They explore how the principles of minimal total potential energy and complementary energy provide the means to obtain governing equations of the structure, as well as a means to determine point forces and displacements with ease using Castiglianos Theorems I and II. The material presented in this chapter also provides a deeper understanding of the finite element method, the most popular method for solving structural mechanics problems.

Integrating computer techniques and programs into the body of the text, all chapters offer exercise problems for further understanding. Several appendices provide examples, answers to select problems, and opportunities for investigation into complementary topics. Listings of computer programs discussed are available on the CRC Press website.

Recenzijas

"Each topic is introduced in a careful and systematic manner, developing complexity gently, so that it nurtures and develops a joy for structural systems and the contemporary tools used to solve structural engineering challenges." Professor Feargal Brennan, Cranfield University "Each topic is introduced in a careful and systematic manner, developing complexity gently, so that it nurtures and develops a joy for structural systems and the contemporary tools used to solve structural engineering challenges." Professor Feargal Brennan, Cranfield University

List of Symbols
xiii
List of Computer Programs
xv
Preface (to the second edition) xvii
Preface (to the first edition) xix
1 Introduction
1(44)
1.1 Modeling of engineering systems
2(2)
1.2 Review of statics
4(13)
1.2.1 Some definitions and concepts
4(1)
1.2.2 Laws of motion
5(1)
1.2.3 Free body diagrams
6(2)
1.2.4 Conditions of equilibrium
8(1)
1.2.5 Examples
9(8)
1.3 Concepts of stress and strain
17(13)
1.3.1 Definition of stress
17(2)
1.3.2 Normal and shear stresses
19(5)
1.3.3 Stress concentrations
24(2)
1.3.4 Allowable stresses
26(2)
1.3.5 Definitions of strain
28(2)
1.4 Influence of material properties
30(3)
1.5 Principles of mechanics of solids
33(2)
1.6 Use of numerical methods and computers
35(10)
Problems
36(9)
2 Statically Determinate Systems
45(58)
2.1 Pin-jointed structures
45(28)
2.1.1 Equilibrium analysis of plane pin-jointed structures
49(12)
2.1.2 Method of sections for plane pin-jointed structures
61(1)
2.1.3 A computer program for plane pin-jointed structures
62(10)
2.1.4 Analysis of space frames
72(1)
2.2 Uniformly loaded thin shells
73(13)
2.2.1 Pressurized thin-walled cylinder
73(8)
2.2.2 Pressurized thin-walled sphere
81(3)
2.2.3 Thin rotating ring or cylinder
84(2)
2.3 Flexible cables
86(17)
2.3.1 Simplified analysis for cables with small dip
86(10)
Problems
96(7)
3 Relationships between Stress and Strain
103(36)
3.1 Hydrostatic stress and volumetric strain
103(3)
3.2 Elastic stress-strain equations
106(14)
3.2.1 Normal loading
106(6)
3.2.2 Shear loading
112(1)
3.2.3 Hydrostatic loading
112(1)
3.2.4 Relationships between the elastic constants
113(3)
3.2.5 Thermal strains
116(4)
3.3 Other stress-strain relationships
120(2)
3.4 Deformations of statically determinate systems
122(17)
3.4.1 Pin-jointed structures
122(4)
3.4.2 Pressurized thin-walled cylinder
126(5)
3.4.3 Pressurized thin-walled sphere
131(4)
Problems
135(4)
4 Statically Indeterminate Systems
139(54)
4.1 Pin-jointed structures
139(25)
4.1.1 Finite element analysis
140(9)
4.1.2 Computer program
149(3)
4.1.3 Practical applications
152(11)
4.1.4 Design of pin-jointed structures
163(1)
4.2 Other statically indeterminate systems
164(29)
4.2.1 Example problems
164(9)
4.2.2 Liquid-filled thin-walled vessels
173(3)
4.2.3 Resisted thermal expansion
176(7)
Problems
183(10)
5 Bending of Beams: Moments, Forces, and Stresses
193(116)
5.1 Some practical examples of beams
193(9)
5.1.1 Types of supports for beams
195(4)
5.1.2 Types of loads on beams
199(3)
5.2 Shear forces and bending moments in beams
202(45)
5.2.1 Definition of shear force and bending moment
202(11)
5.2.2 Relationships between distributed lateral force, shear force, and bending moment
213(18)
5.2.3 Computer method for shear force and bending moment distributions
231(16)
5.3 Stresses due to bending
247(43)
5.3.1 Normal stresses due to bending
247(9)
5.3.2 Shear stresses due to bending
256(6)
5.3.3 Beams of various cross sections
262(9)
5.3.4 Unsymmetrical bending
271(3)
5.3.5 Reinforcement of beams
274(4)
5.3.6 Composite beams
278(10)
5.3.7 Bending of initially curved beams
288(2)
5.4 Combined bending and axial loads
290(19)
Problems
296(13)
6 Bending of Beams: Deflections
309(70)
6.1 Relationship between curvature and bending moment
310(3)
6.2 Deflection of statically determinate beams
313(28)
6.2.1 Solutions for some simple cases
313(10)
6.2.2 Use of step functions
323(13)
6.2.3 Solution by superposition
336(2)
6.2.4 Beams of varying cross section
338(3)
6.3 Deflection of statically indeterminate beams
341(10)
6.4 Computer method for beam deflections
351(28)
6.4.1 Finite element analysis
351(8)
6.4.2 Computer program
359(4)
6.4.3 Practical applications
363(9)
Problems
372(7)
7 Torsion
379(42)
7.1 Torsion of shafts
380(17)
7.1.1 Torsion of thin-walled cylinders
380(4)
7.1.2 Torsion of solid circular shafts
384(6)
7.1.3 Torsion of hollow circular shafts
390(3)
7.1.4 Nonuniform circular shafts
393(4)
7.1.5 Shafts of noncircular cross section
397(1)
7.2 Statically determinate torsion problems
397(6)
7.3 Statically indeterminate torsion problems
403(7)
7.4 Combined bending and torsion
410(11)
Problems
413(8)
8 Instability and the Buckling of Struts and Columns
421(44)
8.1 Stable, neutral, and unstable equilibrium
423(5)
8.2 Buckling of pin-ended struts
428(14)
8.2.1 The perfect pin-ended strut
428(4)
8.2.2 Eccentrically loaded struts
432(5)
8.2.3 Initially curved struts
437(2)
8.2.4 Effects of lateral loading
439(3)
8.3 Struts and columns with other end conditions
442(23)
8.3.1 Column with ends fixed and free
443(2)
8.3.2 Column with both ends fixed
445(2)
8.3.3 Column with ends fixed and pinned
447(3)
8.3.4 More general cases of column buckling
450(3)
8.3.5 Failure of real struts and columns
453(5)
Problems
458(7)
9 Transformations of Stress and Strain
465(64)
9.1 Transformation of stress
467(22)
9.1.1 Notation for stresses
467(3)
9.1.2 Plane stress
470(6)
9.1.3 Principal stresses and maximum shear stresses
476(6)
9.1.4 Mohr's circle for plane stress
482(3)
9.1.5 Principal stresses and maximum shear stresses in a three-dimensional state of stress
485(4)
9.2 Transformation of strain
489(17)
9.2.1 Notation for strains
489(2)
9.2.2 Plane strain
491(5)
9.2.3 Principal strains and maximum shear strains
496(1)
9.2.4 Relationship between Young's modulus and shear modulus
497(2)
9.2.5 Mohr's circle for plane strain
499(1)
9.2.6 Use of strain gages
500(6)
9.3 Computer method for stresses and strains at a point
506(2)
9.4 Yield and fracture criteria
508(21)
9.4.1 Yield criteria for ductile materials
509(5)
9.4.2 Failure criteria for brittle materials
514(2)
9.4.3 Examples
516(5)
Problems
521(8)
10 Equilibrium and Compatibility Equations: Beams and Thick-Walled Cylinders
529(54)
10.1 Stress equilibrium equations
529(4)
10.1.1 Equilibrium equations in Cartesian coordinates
529(2)
10.1.2 Equilibrium equation in polar coordinates for axial symmetry
531(2)
10.2 Strain compatibility equations
533(5)
10.2.1 Definitions of strains in terms of displacements
534(3)
10.2.2 Compatibility equation in Cartesian coordinates
537(1)
10.2.3 Compatibility equation in polar coordinates for axial symmetry
538(1)
10.3 Application to beam bending
538(16)
10.3.1 Pure bending
538(5)
10.3.2 Cantilever with a concentrated end force
543(6)
10.3.3 Simply supported beam with a distributed force
549(5)
10.4 Application to thick-walled cylinders and disks
554(29)
10.4.1 Internally pressurized thick-walled cylinder
555(7)
10.4.2 Compound cylinders
562(10)
10.4.3 Rotating disks
572(5)
Problems
577(6)
11 Energy Methods of Structural Mechanics
583(54)
11.1 Introduction
583(1)
11.2 Concepts of work and energy
584(4)
11.3 Strain energy and complementary strain energy
588(10)
11.4 Virtual work and complementary virtual work
598(6)
11.4.1 Preliminary comments
598(1)
11.4.2 Internal and external virtual work
599(5)
11.5 Variational operator and fundamental lemma
604(3)
11.6 The principle of virtual displacements and its special cases
607(13)
11.6.1 The principle of virtual displacements
607(2)
11.6.2 The principle of minimum total potential energy
609(3)
11.6.3 Castigliano's Theorem I
612(8)
11.7 The principle of virtual forces and its special cases
620(17)
11.7.1 The principle of complementary virtual work
620(2)
11.7.2 The principle of minimum complementary energy and Castigliano's Theorem II
622(10)
Problems
632(5)
Appendices
637(18)
A Properties of Materials
637(3)
A.1 Density, elastic, and thermal properties
637(2)
A.2 Strength properties
639(1)
A.3 Conversion factors between SI metric and US customary units
640(1)
B Moments of Area
640(9)
B.1 First moment of area
640(5)
B.2 Second moment of area
645(1)
B.3 Parallel axis theorem
646(2)
B.4 Perpendicular axis theorem
648(1)
B.5 Properties of some simple shapes
649(1)
C Deflections and Slopes for Some Common Cases of the Bending of Beams
649(6)
C.1 Cantilevers
651(1)
C.2 Simply supported beams
652(1)
C.3 Built-in beams
653(2)
Answers to Even-Numbered Problems 655(10)
Index 665
Fenner, Roger T.; Reddy, J.N.