Plasticity in Reinforced Concrete

Subject Index

A

Aggregate interlock, 4, 16, 82, 84, 113-114, 295-296, 397
Anisotropy, 143, 148-151
Green formulation, 149
orthotropic, 149-150
transversely isotropic, 150-151

B

Bauschinger effect, 44, 352, 355, 356, 369, 391
Beams:
deep, 170-174
shallow, 108-115, 295-296, 299-301
shear in, 321-328
Bresler-Pister criterion, 217-218

C

Cap model, 361-368
Cauchy elastic, 125, 185
Cauchy's formulas:
strain, 74
stress, 65-68
Cayley-Hamilton theorem, 174
Chen-Chen model, 376-383, 410, 421, 434-435
Complementary energy density, 126, 144-148, 166
Consistency condition, 263, 294, 361, 371, 390, 392
Constitutive equations, 5
Constitutive modeling, 6, 457-458
endochronic plasticity, 13
failure criteria, 8, 190-249
linear elasticity, 6, 51-122
nonlinear elasticity, 7, 124-188
perfect plasticity, 8, 253-294
work-hardening plasticity, 10, 347-392
Constrained modulus, 267
Continuity condition, 348
Convexity condition, 161, 201, 224-225, 260-262, 293, 298
Coodinate system, 52-53
Coordinate transformation, 60-61
Crack modeling, 83-87
discrete, 15, 84-85, 395-397
distributed (or smeared), 15, 83-84, 396
fracture mechanics, 85
Critical stress, 21
Cross effects, 144
Cyclic behavior:
aluminium ring, 374-376
concrete, 21-22
steel, 44

D

Deviatoric plane, 197-198
Deviatoric tensor:
strain, 74-75, 200-201
stress, 69-71, 193
Dilatancy, 9, 28, 75, 245, 270-271
Displacement-control analysis, 421
Dissipation of energy, 298
Dowel action, 4, 16, 86-87, 113-114, 295-296, 344, 397
Drucker-Prager model, 215-217, 270-282, 349, 360, 361-368, 409, 455
Drucker's stability postulate, 157-158, 224, 261, 357-358, 361, 392
Dual criterion, 245-247, 249, 383-384, 408, 435

E

Effective plastic strain, 350-352, 380-381, 384-385, 391
Effective strength factor, 317, 326, 332-333, 344
Effective Stress, 350, 380, 391
Effective stress-strain relation, 351
Efficiency factor, 317, 326, 332-333, 344

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