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| Авторизация |
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| Silva V.D. — Mechanics and Strength of Materials |
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| Предметный указатель |
action 3
Action axis 192
Action axis of the bending moment 192
Action axis of the shear force 193
Analogy, hydrodynamical 364
Analogy, membrane 364
Analogy, physical 364
Anticlastic 206
Axial force 141
Axial stiffness 143
Behaviour models 67
Bending 189
Bending in elasto-plastic regime 221
Bending moment 189
Bending of composite members 213
Bending stiffness 195
Bending, composed 190 202
Bending, inclined 197 199
Bending, non-uniform 189
Bending, nonlinear 219
Bending, plane 192
Bending, pure or circular 189
Bernoulli's hypothesis 139
Betti's theorem 473
Boundary balance equations 16
Bredt's formulas 376
Buckling modes 442 445 454 457
bulk modulus 79
Castigliano's Theorem 469
Cauchy equations 16
Centroid 142
Characteristic equation 19 20
Characteristic equation of the stress state 19
Characteristic values 135
Clapeyron's theorem 468
Coefficient of thermal expansion 132
Coefficient, buckling 415
Coefficient, dynamic 490
Coefficient, homogenizing 154 216
Coefficient, Poisson's 76 124
Coefficient, retardation 73
Coefficient, safety 137 406
Coefficient, stiffness 452
Collapse mechanism 320
Compatibility of deformations 144
Composite material 3
Conjugate beam method 302
Conservation of energy 80 309 359 468
Conservation of plane sections 138
Constitutive law 7
Continuity conditions 299
Continuum mechanics 4
Core of a cross section 201
creep 69
Creep modulus 73
Critical phase 390
Curvature 189
Curvature equation 298
Deflection curve 193
Deflection plane 193
Deformation 5
Deformation energy 86 126
Deformation, compatible 51
Deformation, elastic 68
Deformation, homogeneous 43
Deformation, plastic 68
Deformation, pure 49
Deformation, visco-elastic 71
Deformation, visco-plastic 69
Deformation, viscous 68
Degree of connection 53
Degree of indeterminacy, kinematic 143 153
Deviatoric tensor 26
Differential equations of equilibrium 14
Dimensional tolerance 134
Direction cosines 16
Displacement method 144
Displacement-strain relations 6
Distortion 46
Drucker — Prager's criterion 104
Effective length 404
Elastic limit stress 129
Elastic phase 93
Elasto-plastic analysis 145 223
Elasto-plastic analysis, bending 223
Elasto-plastic phase 147
Energy, deformation 86
Energy, dissipated 88 113 127
Energy, elastic potential 80 126
Energy, kinetic 511
Energy, potential 80 390
Energy, total potential 485
Equation of three moments 317
Equation of two moments 317
Equations of compatibility of the strain 44
Equations of compatibility, integral 54
Equations of compatibility, local 54
Equilibrium conditions 9
Euler's hyperbola 408
Euler's problem 410
Eulerian formulation 300
Execution imperfections 134
External forces 5
External forces of mass 5
External forces of surface 5
External forces, virtual 484
External friction 465
Fatigue failure 128
Fatigue limit stress 129
Fibre 193
First area moment 192 253
Flow lines 364 365
Fluid mechanics 85
Force method 144
Force-stress relations 6
Framed structures 138
Generalized displacements 469
Generalized forces 469
Generalized Maxwell model 74
Geometrical stiffness 442
Hardening 122
Hardening, natural hardening 128
Hardening, strain hardening 127
Homogenization 215 377 378
Hooke's law 67 75 105
Hyperstatic unknowns 153
Hypothesis of continuity 4
Imperfections (effect of) 396
Inertial forces 5 14
Influence lines 475
Instability 389
Instability by divergence 433
Instability by equilibrium bifurcation 398
Instability in axial compression 414
Instability in composed bending 411
Interaction formula 415
Internal forces 5 6
Internal friction 88 466
Intrinsic strength curve 101
Invariants 19
Invariants of the strain tensor 49
Invariants of the stress tensor 20
Irradiation poles 31
Isotropic tensor 24
Johnson's parabola 407
Kelvin chain 74 83
Kelvin's solid 71
Kinematic coordinates 454
Kinematic method 321
Kinematic unknowns 144
| Lagrangian formulation 300 413
Lame's constant 79
Lame's ellipsoid 22
Level curves 365
Limit states 133
Limit states of serviceability 133
Limit states, ultimate 133
Linear visco-elasticity 74 83
Liquid 69
Load, collapse 321
Load, critical 414
Load, elasticity limit 122
Load, Euler 413
Load, proportionality limit 131
Load, yielding 131
Longitudinal modulus of elasticity 76 124
Longitudinal shear flow 254
Longitudinal shear force 252 310
Longitudinal strain 44
Material stiffness 442
Material, brittle 69 121
Material, composite 3
Material, continuous 5
Material, ductile 69 121
Material, elastic 87
Material, isotropic 68
Material, monotropic 68
Material, orthotropic 68
Mathematical models 3 67
Maxwell's model 73
Maxwell's theorem 477
Mean rotation 50
Mechanics of Materials 3
Menabrea's theorem 473
Method of integration of the curvature equation 298
Minimum energy theorem 473
Minimum loads 153
Mohr's circle 30
Mohr's criterion 104
Mohr's representation 58
Mohr's representation, three-dimensional 34
Moment of inertia 195 218
Moment-area method 304
Mueller — Breslau's principle 476
Multiply connected body 53
Neutral axis 193
Neutral equilibrium 390 403
Neutral surface 193 206
Newtonian liquid 84
Nominal values 135
Normal stress 11
Octahedral stress 24
Partial factors 136
Perfect liquid 84 364
Physical models 68 150
Plane of actions 193
Plane strain 59
Plane stress state 39
Plastic hinge 225
Plastic moment 223
Plastic section modulus 224
Polar decomposition theorem 50
Post-critical behaviour 393
Post-critical behaviour, stable 395
Post-critical behaviour, symmetrical 395
Post-critical behaviour, unstable 398
potential energy 485
Pressure centre 201
Prestressing technique 150
Principal axis of inertia 198
Principal directions of the stress state 19
Principal strains 58
Principal stress trajectories 276 352
Principal stresses 19
Principle of energy 80
Principle of Mueller — Breslau 476
Principle of Saint-Venant 130
Principle of stationarity of the 485
Principle of superposition 76 131
Principle, conservation 80 309 359 468 479
Probabilistic approach 134
Probabilistic density curve 134
Product of inertia 198 239
Proportionality limit stress 131 407
Quantiles 136
Reciprocity of shearing stresses 12
Redistribution of internal forces 152
Redistribution of stresses 161
Reduced area 310
Reinforced concrete 3
Relaxation 69
Relaxation modulus 74
Resilience 126 127
Retardation time 73
Rheological behaviour 3 7
Rheological behaviour, elastic 143
Rheological behaviour, elasto-visco-plastic 69
Rigid body motion 5
Safety stresses 136
Saint-Venant's hypothesis 252
Saint-Venant's principle 130
Secant formula 411
Second-order theories 391
Section modulus 195
Semi-normal of the facet 10
Semi-probabilistic approach 135
Shape factor 223
Shear centre 270 493
Shear flow 265 358
Shear force 254
shear modulus 77
Shearing strain 44 77
Simplifying hypotheses 120 134 257 361
Simply connected body 53
Slender members 138
Slender members with curved axis 157 212 273
Slender members, cross-section 138 222 274
Slender members, non-prismatic 157 209 273
Slender members, prismatic 138
Slenderness ratio 403
Solid 69
Solid mechanics 7 37 120 121 466
Stability 389
Stable equilibrium 390 395
State of deformation 43
State of deformation around a point 49
State of deformation, isotropic 58
State of stress 17
State of stress around a point 17
State of stress, axisymmetric 24
State of stress, isotropic 22
State of stress, three-dimensional 92
Static method 321
Statically determinate structures 143
Statically indeterminate structures 143 315
Statistical dispersion 134
Stiffness 123
Stiffness matrix 441
Stiffness matrix of a compressed bar 445
Stiffness matrix of a tensioned bar 451
strain 5
Strain tensor 6 40
Strength of materials 120
Stress 5 10
Stress concentration 161 364
Stress tensor 6 17 20
Support conditions 303
Tangent elasticity modulus 124
Tangential 11
Tenacity 126 134
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