Page 189 - Reliability and Maintainability of In service Pipelines
P. 189

Index










           Note: Page numbers followed by “f” and “t” refer to figures and tables, respectively.
           A                                 Concrete pipes, 13 14
           Acoustic detection, 67 68, 70t      corrosion in, 53
           Analytic hierarchy process (AHP), 97 98  deterioration of, 28 45
           Artificial neural networks (ANN), 62, 96 98  rate of corrosion, 34 36
           Axial stress, 25                    reinforcement corrosion, 29 33
                                             Concrete sewer pipes in the UK, structural
           B                                        reliability analysis of, 151 163
           Buckling, 56 57, 56f                individual failure mode assessment, 151 161
           Buried pipelines                     problem formulation, 152 155
            design of, 15 22                      corrosion model, 152 153, 153t
              ring stability, 18 22, 19f,21f      failure probability, calculation of,
              wall thickness determination, for internal  153 155
                 pressure and handling, 16 17, 17f  limit state functions, 152
            stress in, 25 28, 25t               results and analysis, 155 161, 156f, 157f
                                                  sensitivity analysis, 157 161, 158f, 159f,
           C                                        160f
           Carbonation, steel pipes, 30 31     multifailure mode assessment, 161 163
           Cast iron water mains in the UK, structural  problem formulation, 161 163
                 reliability analysis of, 141 151  corrosion model, 164
            problem formulation, 141 146, 142t    failure probability, calculation of,
              corrosion model, 145 146, 146f        164 169
              failure probability, calculation of, 146  limit state functions, 161 163, 162t, 164f
              limit state functions, definition of, 141 143  symbols, 163 169
              strength limit state, 143, 143f, 144t  results and analysis, 165 166, 165f, 166f
              toughness limit state, 144 145      sensitivity analysis, 167 169, 168f, 169f
            results and analysis, 146 151, 147f, 148f  Conditional limit states, 82
              sensitivity analysis, 148 151, 149f, 150f  Corrective action, 74 75
           Cathodic protection, 73, 73f      Corrosion, 52 53, 53f
           CCTV (closed circuit television) method, 59 61,  cast iron water mains in the UK, 145 146,
                 60f,70t                            146f
           Ceramic pipes, 14 15                concrete sewer pipes in the UK, 152 153,
           Chloride attack, steel pipes, 31         153t, 164
           Chlorinated Polyvinyl Chloride (CPVC) pipes, 6,  defined, 52 53
                 11 12                         galvanic, 31 32
           Clay pipes, 6 8, 14 15              geometry, 32
            corrosion in, 53                   oil and gas pipelines in USA, 124 125
            deterioration of, 45               mild steel water pipes in Australia, 132 134,
           Cleaning, 74                             134t
           Coatings, 72                      Cracks, 19 20
           Composite pipes, 13 14              width, 19f
           Compound yield of pipe, 20, 21f   Cyclic fatigue, 52
                                                                                 173
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