Page 479 - Handbook of Materials Failure Analysis

478 Index

Reliability analysis (Continued) Semi-cylindrical loading mandrels test
sample size equation, 273–274 crack lengths, 171–172
quality assurance, 267–268 displacement-controlled loading condition,
quality control, 261, 261f 170–171, 171f
quality defects vs. failures, 262f fracture resistance behavior, 180–182, 181f, 183f
reliability prediction, 264–265 fracture surfaces, SEM images of, 183, 184f
statistics and methods, 265 geometrical dimensions, 169–170, 171f
Taguchi’s robust design, 259 J-R curves, 182–183, 183f
technology concepts, 263, 263f load-displacement curves, 177–178, 180f
testing time, 265 loading arrangement, 169–170, 171f
verification specification, 262–264 normalized load-displacement data, 182, 182f
robotics, 268–270 Severe sliding wear particle analysis, 324–325, 328f
water and wastewater systems, 228–231 Shear strength model, reinforced concrete structure
Reliability marginal (RM) test specifications, 268 failures
Reliability quantitative (RQ) test specifications, aggregate interlock, 101
268 dowel action, 101–103, 102f
Residual life prediction, Sicily reformer tube Fick’s diffusion law, 106–108
deformation, 85–89, 88t shear mechanical resistance, 105–106
Ring tensile test (RTT), 162 shear reinforcements, 103–105, 104f
Rousselier’s constitutive formulation. See Nonlocal Sheppard’s model, 365
damage model Short-term overheating failure, 51, 52f
Rubber industry failure analysis, 459–461 Shovel
Rubbing wear particle analysis, 314, 315f definition, 243–245, 244–245f
dynamics loading, 249
S equivalent SR and life estimation, 249–251
Safe system operation, general requirements, 26f FE model, 248–249
Safety factor evaluation, 204–206, 205f, 206t front-end fatigue life prediction, 254–255
Sample size equation, parametric ALT, 273–274 operation process, 246–248
SASR. See Static analysis stress range (SASR) simulation and validation, 252–254
Scanning electronic microscope (SEM), 4, 8–10, 9f, structure, 246
11f,13–14f,20f, 80, 83–85, 85f, 183, 184f, Sicily reformer tube deformation
313, 407f, 422–423, 442 chemical compositions, 78, 78t
SCC. See Stress corrosion cracking (SCC) failures creep test, 85–89, 86–87f,86t
Seismic building rules, 207–209 EDX measurements, 83
Seismic force evaluation, 202, 203t hardness tests, 80, 82f
Seismic vulnerability internal diameter measurements, 80, 82f
assessment methods LOTIS measurements, 78, 80, 81–82f
AFPS, 189 mechanical tests, 78–80
ATC 40 method, 189–190 metallographic examinations, 78–80, 79f
FEMA 310 method, 190 optical microscopy observations, 80–83,
HAZUS 99 method, 190 82f,84f
Italian CNR-GNDT method, 190–191 SEM images, 83–85, 85f
RISK-UE project, 190 reformer furnace,.axonometric sketch of,
visual inspection, 189 77–78, 77f
definition, 189 residual life prediction, 85–89, 88t
dependence factors, 189 Sikh Oumedour water storage elevated tank
study evolution, 189 bracing system, 193
vulnerability index method, 191–193, class B parameter, 194
192–193t class C parameter, 193
water storage elevated tank (see Sikh Oumedour qualities of, 193–194
water storage elevated tank) general view, 193, 194f, 207, 207f
Selective/preferential oxidation, 20–21, 20–21f geometrical characteristics, 193, 195t
Self-pierce riveting (SPR), 367–368, 367f longitudinal cross-section, 193, 195f