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Popov E.P. — Engineering Mechanics of Solids
Popov E.P. — Engineering Mechanics of Solids



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Название: Engineering Mechanics of Solids

Автор: Popov E.P.

Аннотация:

This book presents a comprehensive, cross-referenced examination of engineering mechanics of solids. Traditional topics are supplemented by several newly-emerging disciplines, such as the probabilistic basis for structural analysis, and matrix methods. Although retaining its character as a complete traditional book on mechanics of solids with advanced overtones from the first edition, the second edition of Engineering Mechanics of Solids has been significantly revised. The book reflects an emphasis on the SI system of units and presents a simpler approach for calculations of axial stress that provides a more obvious, intuitive approach. It also now includes a greater number of chapters as well as an expanded chapter on Mechanical Properties of Materials and introduces a number of avant-garde topics. Among these topics are an advanced analytic expression for cyclic loading and a novel failure surface for brittle material. An essential reference book for civil, mechanical, and aeronautical engineers.


Язык: en

Рубрика: Технология/

Статус предметного указателя: Готов указатель с номерами страниц

ed2k: ed2k stats

Год издания: 1989

Количество страниц: 800

Добавлена в каталог: 11.08.2009

Операции: Положить на полку | Скопировать ссылку для форума | Скопировать ID
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Предметный указатель
Abbreviations and symbols      inside front cover
Allowable stress, definition of      34
Allowable stress, design (ASD)      35 470 608
Allowable stress, tables of      A-1 A-2
Angle sections, properties for designing      A-9 A-10
Angle-of-twist of circular members      189
Angle-of-twist of noncircular solid bars      208
Angle-of-twist of thin-walled tubular members      215
Anistropy      147
Answers to odd-numbered problems      A-15
Area-moment method      see "Moment-area method"
Areas, moments of inertia of      285 340
Areas, second moment of      285
Areas, useful properties of      A-4
Axes, neutral      284
Axes, principal      319 341
Axial force      15 235
Axial force diagrams      74 240
Axial loads      see also "Columns"
Axial loads, definition of      16 235
Axial loads, deformation due to      71 94
Axial loads, stresses due to      12 16 87
Beam-columns      596 600
Beams of two or more materials      288 301
Beams of variable cross-section      298 480
Beams, bending moments in      237
Beams, bending stresses in      283
Beams, calculation of reactions for      230 267
Beams, center of twist      see "Shear center"
Beams, classifications of      228
Beams, classifications of, built-in      see "Fixed-end"
Beams, classifications of, cantilever      229
Beams, classifications of, continuous      229
Beams, classifications of, fixed-end      228
Beams, classifications of, overhanging      229
Beams, classifications of, planar      224
Beams, classifications of, prismatic      297
Beams, classifications of, restrained      229
Beams, classifications of, simple      228
Beams, classifications of, simply supported      228
Beams, classifications of, uniform strength      see "Constant strength"
Beams, composite cross section of      288 301
Beams, constant strength      480
Beams, curvature      282 337
Beams, curved      306
Beams, definitions of      224 A-13
Beams, deflection of      see "Deflection"
Beams, design of      see "Design"
Beams, elastic curve for      261 499
Beams, elastic section modulus of      293
Beams, elastic strain energy in      299 531
Beams, flexure formula for      283 339
Beams, inelastic bending of      311
Beams, inelastic bending of, deflection for      534
Beams, lateral stability of      623
Beams, limit analysis of      534 708
Beams, maximum bending stresses in      286 321
Beams, moment diagrams for      241 252
Beams, moment-curvature relations for      283 337 499
Beams, neutral axis in      284 320
Beams, plastic analysis of      314 708
Beams, plastic section modulus of      315 A-11
Beams, radius of curvature of      282 499
Beams, reinforced concrete      304 318
Beams, section moduli of      294 A-6 A-8 A-9 A-10 A-12
Beams, shear in      236
Beams, shear stress in      357 367
Beams, statically indeterminate      23 506 517 524 686
Beams, supports for      225 506
Beams, unsymmetrical bending of      319 336
Beams, warpage of      373
Bearing stress      21
Bending moment, and elastic curve, relation between      285 501
Bending moment, and shear, relation between      250
Bending moment, definition of      237
Bending moment, diagrams by integration of shear      252
Bending moment, diagrams for      240
Bending moment, sign convention for      238
Bending of beams      281 336
Bending of beams with axial loads, deflections due to      498
Bending of beams with axial loads, elastic      324
Bending of beams with axial loads, inelastic      311 333
Bending of beams with axial loads, pure      280
Bending of beams with axial loads, unsymmetrical      319 336
Bending, strain energy in      299
Bending, stresses due to      280 339
Biaxial stress      10
Bifurcation point      580
Body forces      8
Boundary conditions, for bars in torsion      198
Boundary conditions, for beam-columns      601 602
Boundary conditions, for beams in bending      505
Boundary conditions, for columns      584 586 602
Buckling of columns, energy method for      670
Buckling of columns, Euler load      583 585
Buckling of columns, generalized Euler formula      590
bulk modulus      152
cantilever      229
Castigliano's theorem, first      666
Castigliano's theorem, second      665
Castigliano's theorem, second, for statically indeterminate systems      670
Center of twist      see "Shear center"
Centroids and moments of inertia of areas      A-4
Centroids of areas      284 338
Channel sections, properties for designing      A-8
Circumferential stress      154
Coefficient of thermal expansion      84
Collapse mechanism, plastic      711
Columns      574
Columns, critical load      584
Columns, critical stress      588
Columns, design of      605
Columns, double-modulus theory for      591
Columns, eccentrically loaded      582
Columns, effective length for      587
Columns, Euler formula for      585
Columns, formulas for concentrically loaded      608
Columns, formulas for eccentrically loaded      616
Columns, intermediate length      592
Columns, long      589
Columns, secant formula for      582
Columns, short      592
Columns, slenderness ratio of      589
Columns, tangent-modulus formula for      591
Compatibility equations      100 145 641 659 689
Complementary strain energy      92 661
Concentrated moment, effect on moment diagrams      258
Concentration of stress      see "Stress"
Connections, bolted      47
Connections, riveted      47
Connections, welded      50
Conservation of energy, displacements by      95 215 638
Conservation of energy, principle of      94 215 637
Consistent deformations, method of      see "Force method"
Constant strength beams      480
Constitutive relations      68 139 146
Continuous beams, analysis of      517 556 687
Continuous beams, definition of      23 229
Conventions for supports, diagrammatic      225
Conversion factors for U.S. customary to SI units      inside back cover
Couplings, shaft      201
creep      33 71
Critical section      22 470
Curvature, radius of      282 499
Curvature-area method      536
Curved bars, deflection of      650
Curved bars, stresses in      308
Cylindrical pressure vessels, thick-walled      159
Cylindrical pressure vessels, thin-walled      152
D'Alembert's principle      38
Deflection of axially loaded bars      74 94
Deflection of beams      A-13
Deflection of beams, by Castigliano's theorem      665
Deflection of beams, by integration      499 507
Deflection of beams, by singularity functions      523
Deflection of beams, by virtual force method for      642
Deflection of beams, due to impact      531
Deflection of beams, due to shear      531
Deflection of beams, dummy-load method      644
Deflection of beams, governing differential equations for beams      501 505
Deflection of beams, moment-area method for      537
Deflection of beams, strain energy method for      531
Deflection of beams, successive integration method for      507 514
Deflection of beams, superposition method for      525
Deflection of beams, unsymmetrical bending      529
Deflection of frameworks      644
Deflection of helical springs      391
Deformation of axially loaded bars      71
Deformation, thermal      84
Degrees of freedom      106 195 697
Design of axially loaded members      34 73 470
Design of beams, non-prismatic      480
Design of beams, prismatic      472 475
Design of circular torsional members      185
Design of columns      605
Design of columns, concentrically loaded      608
Design of columns, concentrically loaded, aluminum alloys      610
Design of columns, concentrically loaded, steel      608
Design of columns, concentrically loaded, wood      611
Design of columns, eccentrically loaded      616
Design of columns, eccentrically loaded, allowable stress method      616
Design of columns, eccentrically loaded, interaction method      617
Design of complex members      482
Design of connections      47
Design of torsion members      185 471
Design, deterministic      31 34
Design, probabilistic      31 38
Design, probabilistic, coefficient of variation      40
Design, probabilistic, load and resistance factor (LRFD)      45 608
Design, probabilistic, normal distribution      42
Design, probabilistic, probability density function      40
Design, probabilistic, probability of failure      43
Design, probabilistic, sample mean      40
Design, probabilistic, sample variance      40
Design, probabilistic, standard deviation      40
Deviation, tangential      540
Diagrams for beams, axial-force      240
Diagrams for beams, bending moment      240 252
Diagrams for beams, shear      240 250
Differential equation for axially loaded bars      125
Differential equation for beam deflection      501 504 505
Differential equation for element equilibrium      11
Differential equation for torsion in circular members      197
Differential equation of equilibrium for beams in bending      248
Dilatation      152
Dirac delta function      265
Displacement method      106 108 195 697 700
Doublet or dipole      265
dynamic loads      96 199 533
Effective column length      587
Eigenvalue      426 581
Elastic curve      261 499 337 503
Elastic design for strength      470
Elastic energy methods      634 661
Elastic limit      66
Elastic modulus      66
Elastic strain energy for axially loaded bars      636
Elastic strain energy for column buckling      674
Elastic strain energy for multiaxial stress      635
Elastic strain energy for shear      141 636
Elastic strain energy for uniaxial stress      91
Elastic strain energy in bending      299 636
Elastic strain energy in torsion      200 215 637
Elastic strain energy, complementary      665
Elastic stress analysis      461
Elasticity, definition of      67
Elasticity, modulus of      66
Endurance limit      32
Energy dissipating mechanism      711
Equilibrium, differential equations of element equilibrium      11
Equilibrium, equations of statics      22 640
Equilibrium, stability of      574
Euler formula      585
Euler formula, generalized      590
Euler formula, limitations of      588
Factor of safety      34
Factors of stress-concentration for helical springs      391
Factors of stress-concentration in bending of flat bars      297
Factors of stress-concentration in tension or compression of flat bars      89
Factors of stress-concentration in torsion of circular shafts      188
Failure, theories of      see "Yield and fracture criteria"
Fatigue      32
Fiber stress, definition of      34
Finite element method      87 373 467
Fixed-end actions of beams, definition of      698
Fixed-end actions of beams, table      A-14
Flange, definition of      299
flexibility      75 191
Flexibility coefficients, definition of      688
Flexibility coefficients, reciprocity of      690
Flexibility method      102 194 690
Flexural rigidity      509
Flexure formula for curved beams      308
Flexure formula for straight beams      285
Flexure formula for straight beams, generalized      339
Force method      100 194 687
Fracture criteria      441
Frameworks, deflection of      79 85 105 687
Free-body, definition of      3
Gage length      60
Gages      62 438
General state of stress      7
General state of stress, principal stress      424
Helical springs      389
Hinge, plastic      710
Hooke's law for isotropic materials      146 148
Hooke's law for shear stress and strain      130
Hooke's law for uniaxial stress      66
Hooke's law, generalized      146 148
Hoop stress      154
Horsepower and torque relation      186
I-shape steel beams, crippling in      478
I-shape steel beams, properties for designing      A-5 A-6
I-shape steel beams, shearing stresses in      376 381 385 478
Identity matrix      704
Impact, deflection due to      96 199 531
Impact, factor      98 533
Impact, loading      96
Indeterminate members      see "Statically indeterminate systems"
INDEX      I—1
Inelastic behavior of beams      311
Inelastic behavior of circular torsion members      202
Inelastic deflection of beams      534
Inelastic deflection of torsion members      204
Inertia, moment of      285 340
Inertia, moment of, principal      342
Inertia, product of      340 342
Inflection, point of      262
Interaction curve      335
Interaction formula for columns      617
Internal forces      4 176 234 284
Internal strain energy      94 200 299 635
Invariant of strain      436
Invariant of stress      408 426
Isotropy, definition of      146
Kern      332
Kinematic indeterminancy      106 195 697
Lame problem      160
Lap joint      48
Lateral stability of beams      623
1 2 3
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