| Series Editor's Foreword |
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xiii | |
| Foreword |
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xv | |
| Acknowledgements |
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xvii | |
| Notation |
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xxi | |
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Introduction and background |
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1 | (3) |
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4 | (1) |
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Stress analysis of tubular joints |
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5 | (11) |
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Definition of stresses in welded connections |
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5 | (1) |
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Definition of hot spot stress |
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6 | (3) |
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Methods of stress analysis |
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9 | (7) |
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16 | (24) |
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16 | (20) |
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The Fracture Mechanics (FM) approach |
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36 | (4) |
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40 | (3) |
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43 | (1) |
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Fatigue loading in Jack-up structures |
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44 | (3) |
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Review of previous loading models |
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47 | (2) |
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48 | (1) |
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UKOSRP II double-peaked spectrum |
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48 | (1) |
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48 | (1) |
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49 | (1) |
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49 | (1) |
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49 | (3) |
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The pseudo random binary sequence technique |
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50 | (1) |
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The Morkov chain technique |
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50 | (2) |
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52 | (8) |
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The transfer function approach |
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52 | (3) |
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Modelling of structural parameters |
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55 | (2) |
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Modelling of soil-structure interaction |
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57 | (3) |
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Modelling of wave loading |
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60 | (2) |
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62 | (2) |
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64 | (12) |
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76 | (1) |
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Large-scale Fatigue Testing |
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77 | (1) |
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Test specimen consideration |
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78 | (4) |
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78 | (2) |
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Consideration of test specimen geometry |
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80 | (2) |
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Fabrication of SE 702 specimens |
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82 | (1) |
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82 | (2) |
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82 | (1) |
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Test control and data acquisition |
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82 | (1) |
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Simulation of environmental conditions |
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83 | (1) |
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Stress analysis of Y joints |
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84 | (3) |
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Experimental stress analysis procedure |
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84 | (1) |
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Use of parametric equations |
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85 | (2) |
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Experimental fatigue testing |
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87 | (4) |
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Test parameters and the JOSH sequence |
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87 | (4) |
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91 | (7) |
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91 | (3) |
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94 | (2) |
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Crack aspect ratio evolution |
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96 | (2) |
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98 | (1) |
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98 | (5) |
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103 | (2) |
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Fracture Mechanics Analysis |
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105 | (1) |
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The stress intensity factor concept |
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106 | (2) |
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108 | (6) |
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Use of empirical SIF solutions |
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114 | (3) |
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114 | (1) |
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The two-phase model (TPM) |
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115 | (1) |
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The modified average stress model |
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116 | (1) |
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117 | (5) |
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Newman-Raju SIF solution for surface cracks |
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118 | (4) |
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New semi-empirical Y factor solution |
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122 | (5) |
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Variable amplitude crack growth models |
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127 | (3) |
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Equivalent stress range approach |
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127 | (1) |
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Equivalent crack growth concept |
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128 | (2) |
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Consideration of sequence effects |
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130 | (2) |
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Fast assessment of offshore structures |
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132 | (4) |
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New normalized PSD equation |
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134 | (2) |
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Sea state probability model |
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136 | (4) |
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Use of sea state probability distribution model |
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138 | (1) |
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Formulation of the sea state equivalent stress concept |
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139 | (1) |
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140 | (7) |
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147 | (2) |
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149 | (1) |
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Conclusions and recommendations |
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149 | (4) |
| References |
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153 | (8) |
| Index |
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161 | |