Preface |
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xvii | |
Acknowledgments |
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xix | |
A Note on Units |
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xxi | |
1 Stress and Strain |
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1 | (30) |
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1 | (1) |
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1 | (3) |
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1.3 Beyond Tension, Compression, and Shear |
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4 | (8) |
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4 | (2) |
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1.3.1.1 Combined normal stress |
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6 | (1) |
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6 | (1) |
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1.3.3 Shear stress due to bending |
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7 | (2) |
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1.3.4 Shear deflection due to bending (detrusion) |
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9 | (1) |
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10 | (2) |
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12 | (1) |
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1.3.6 Hooke's law summary |
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12 | (1) |
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12 | (3) |
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1.4.1 Brittle and ductile materials |
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14 | (1) |
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1.5 Examples for Consideration |
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15 | (3) |
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1.6 Thermal Strain and Stress |
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18 | (10) |
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1.6.1 Thermal hoop stress |
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20 | (3) |
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1.6.1.1 Solid disk in ring |
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22 | (1) |
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1.6.2 Ring in ring in ring |
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23 | (3) |
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25 | (1) |
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1.6.3 Nonuniform cross-section |
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26 | (2) |
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28 | (1) |
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29 | (2) |
2 Material Properties |
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31 | (28) |
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2.1 Properties and Definitions |
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31 | (2) |
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2.2 Low-Thermal-Expansion Materials |
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33 | (16) |
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38 | (1) |
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39 | (1) |
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40 | (1) |
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41 | (1) |
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41 | (1) |
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2.2.6 Graphite composites |
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41 | (1) |
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42 | (2) |
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2.2.7.1 CTE and stability |
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42 | (1) |
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2.2.7.2 CTE and temperature |
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43 | (1) |
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2.2.7.3 Invar 36 varieties |
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44 | (1) |
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2.2.8 Iron-nickel varieties |
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44 | (3) |
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2.2.9 The iron-nickel family |
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47 | (1) |
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2.2.10 Governing specifications |
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47 | (1) |
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48 | (1) |
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2.3 Not-So-Low-Thermal-Expansion Materials |
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49 | (2) |
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50 | (1) |
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50 | (1) |
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51 | (1) |
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51 | (1) |
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2.4 Very High-Thermal-Expansion Materials |
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51 | (3) |
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51 | (1) |
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52 | (2) |
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54 | (4) |
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54 | (1) |
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55 | (1) |
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56 | (1) |
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56 | (1) |
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57 | (1) |
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58 | (1) |
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58 | (1) |
3 Kinematic Mounts |
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59 | (30) |
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59 | (3) |
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3.2 Quasi-static Kinematic Mount |
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62 | (1) |
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63 | (7) |
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3.3.1 Rotational compliance about a radial line |
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64 | (2) |
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3.3.2 Analysis: constrained degrees of freedom |
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66 | (3) |
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3.3.2.1 Example for consideration |
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68 | (1) |
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3.3.3 Analysis: compliant degrees of freedom |
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69 | (1) |
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3.3.3.1 Example for consideration |
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70 | (1) |
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70 | (8) |
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3.4.1 Analysis: constrained degree of freedom |
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72 | (3) |
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3.4.1.1 Optimum base angle |
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74 | (1) |
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3.4.2 Analysis: compliant degrees of freedom |
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75 | (3) |
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3.4.2.1 Example for consideration |
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76 | (2) |
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78 | (3) |
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79 | (1) |
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80 | (1) |
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81 | (5) |
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3.6.1 Analysis: constrained degrees of freedom |
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81 | (2) |
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3.6.2 Analysis: compliant degrees of freedom |
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83 | (1) |
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3.6.3 Example for reconsideration |
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84 | (2) |
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86 | (1) |
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86 | (2) |
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88 | (1) |
4 Solid Optics: Performance Analysis |
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89 | (42) |
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4.1 Wavefront Error and Performance Prediction |
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89 | (6) |
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95 | (4) |
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96 | (2) |
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98 | (1) |
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4.2.3 Example for consideration |
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98 | (1) |
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4.2.4 Radial and axial moments |
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99 | (1) |
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99 | (7) |
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4.3.1 Optical axis vertical |
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100 | (3) |
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100 | (1) |
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101 | (1) |
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4.3.1.3 Example for consideration |
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102 | (1) |
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4.3.2 Optical axis horizontal |
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103 | (1) |
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103 | (1) |
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103 | (1) |
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4.3.2.3 Example for consideration |
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104 | (1) |
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104 | (1) |
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104 | (1) |
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105 | (1) |
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106 | (4) |
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110 | (6) |
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4.5.1 Examples for consideration |
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112 | (1) |
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4.5.2 Nonlinear gradients |
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112 | (1) |
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4.5.3 Examples for consideration |
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113 | (2) |
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115 | (1) |
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116 | (6) |
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120 | (2) |
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122 | (2) |
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122 | (2) |
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123 | (1) |
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124 | (1) |
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124 | (4) |
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127 | (1) |
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4.9 Random Variations in the Coefficient of Thermal Expansion |
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128 | (2) |
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130 | (1) |
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130 | (1) |
5 Lightweight Optics: Optimization |
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131 | (34) |
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131 | (2) |
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133 | (3) |
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133 | (2) |
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135 | (1) |
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136 | (2) |
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5.4 Partially Closed-Back Optics |
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138 | (1) |
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138 | (3) |
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140 | (1) |
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140 | (1) |
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141 | (3) |
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143 | (1) |
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144 | (8) |
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145 | (7) |
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5.8 Stiffness Optimization |
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152 | (3) |
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155 | (9) |
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5.9.1 Closed-back geometry |
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155 | (1) |
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155 | (1) |
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5.9.3 Open-and closed-back design comparisons |
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156 | (2) |
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158 | (1) |
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159 | (1) |
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5.9.6 Analytical comparison |
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160 | (2) |
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5.9.7 And the winner is... |
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162 | (2) |
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164 | (1) |
6 Lightweight Optics: Performance Error |
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165 | (14) |
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165 | (1) |
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165 | (1) |
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6.1.2 Radial and axial moments |
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166 | (1) |
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166 | (1) |
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6.2.1 Optical axis vertical |
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166 | (1) |
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6.2.2 Optical axis horizontal |
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167 | (1) |
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167 | (1) |
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6.3.1 Nonlinear temperature gradients |
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167 | (1) |
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168 | (1) |
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168 | (1) |
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169 | (1) |
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6.5 Random Variations in the Coefficient of Thermal Expansion |
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169 | (1) |
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170 | (7) |
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172 | (7) |
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175 | (1) |
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6.6.1.2 Fabrication postscript |
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176 | (1) |
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177 | (2) |
7 Large Optics |
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179 | (36) |
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179 | (2) |
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7.1.1 Example for consideration |
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180 | (1) |
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181 | (1) |
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182 | (1) |
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182 | (3) |
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7.4.1 Active-mount correctability illustration |
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183 | (2) |
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7.4.2 An active-mount mechanism |
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185 | (1) |
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7.5 Large-Aspect-Ratio Optics |
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185 | (21) |
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7.5.1 Funny things happen at infinity |
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185 | (2) |
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186 | (1) |
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7.5.2 How large is large? |
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187 | (2) |
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189 | (1) |
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190 | (1) |
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190 | (2) |
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7.5.6 Thermal soak CTE variation |
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192 | (1) |
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192 | (3) |
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7.5.7.1 Theoretical analytical solution |
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193 | (2) |
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7.5.7.2 Thermal performance under various conditions |
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195 | (1) |
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195 | (1) |
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196 | (1) |
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197 | (4) |
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7.5.11 Delayed elasticity |
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201 | (5) |
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7.6 Performance Comparisons |
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206 | (1) |
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207 | (2) |
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7.8 Extremely Large-Aspect-Ratio Optics |
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209 | (2) |
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211 | (2) |
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213 | (2) |
8 Figures of Merit |
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215 | (22) |
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8.1 Mechanical Figures of Merit |
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215 | (3) |
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8.2 Thermal Figure of Merit |
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218 | (2) |
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8.3 Combined Figures of Merit |
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220 | (1) |
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8.4 True Mechanical Figures of Merit |
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220 | (8) |
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8.4.1 Weight and performance figures of merit |
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221 | (7) |
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8.4.1.1 Gravity weight: equal performance |
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222 | (1) |
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8.4.1.2 Gravity performance: equal weight |
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223 | (3) |
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8.4.1.3 Mount weight: equal performance |
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226 | (1) |
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8.4.1.4 Mount performance: equal weight |
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227 | (1) |
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8.4.1.5 Coating and cladding FOMs |
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227 | (1) |
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8.5 Strength-to-Weight Ratio |
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228 | (4) |
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8.5.1 Gravitational acceleration: bending |
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229 | (3) |
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8.5.2 External bending load and gravity acceleration |
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232 | (1) |
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232 | (1) |
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233 | (1) |
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233 | (2) |
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8.8.1 Examples for consideration |
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234 | (3) |
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234 | (1) |
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8.8.1.2 Lightweight optics |
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235 | (1) |
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235 | (2) |
9 Adhesives |
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237 | (32) |
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9.1 Mechanical Properties |
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237 | (4) |
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237 | (3) |
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240 | (1) |
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241 | (1) |
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9.2 Load Stress Distribution |
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241 | (2) |
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9.3 Glass-Liquid Transition |
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243 | (3) |
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9.3.1 Glass transition temperature creep |
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245 | (1) |
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246 | (2) |
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248 | (4) |
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9.5.1 Surface preparation |
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249 | (3) |
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249 | (1) |
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250 | (2) |
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252 | (6) |
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9.6.1 Thermal stress at boundaries |
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253 | (5) |
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257 | (1) |
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9.6.1.2 Example for consideration |
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257 | (1) |
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258 | (4) |
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258 | (1) |
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259 | (4) |
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260 | (2) |
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262 | (1) |
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263 | (5) |
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9.9.1 Example for consideration |
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266 | (1) |
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266 | (7) |
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9.9.2.1 Example for consideration |
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267 | (1) |
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268 | (1) |
10 Simple Dynamics |
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269 | (22) |
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269 | (4) |
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10.2 A Useful Relationship |
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273 | (1) |
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10.2.1 Rotational frequency |
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273 | (1) |
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274 | (1) |
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274 | (3) |
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275 | (1) |
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276 | (1) |
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277 | (4) |
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280 | (1) |
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281 | (3) |
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282 | (2) |
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283 | (1) |
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284 | (5) |
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285 | (1) |
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10.6.2 Variable acceleration |
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285 | (2) |
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287 | (1) |
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287 | (2) |
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289 | (2) |
11 Fatigue |
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291 | (20) |
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291 | (1) |
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11.1.1 High-cycle fatigue |
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292 | (1) |
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292 | (2) |
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11.2.1 Example for consideration |
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293 | (1) |
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294 | (9) |
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295 | (1) |
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296 | (2) |
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296 | (2) |
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11.4 Fracture Mechanics Method |
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298 | (5) |
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299 | (1) |
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300 | (1) |
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300 | (3) |
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11.5 Random Vibration Fatigue |
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303 | (7) |
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11.5.1 Miner's rule: discrete |
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304 | (3) |
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11.5.1.1 Example for consideration |
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306 | (1) |
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11.5.1.2 Random fatigue equivalency |
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306 | (1) |
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11.5.1.3 Sample random fatigue equivalency |
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307 | (1) |
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11.5.2 Miner's rule: continuous |
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307 | (1) |
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11.5.3 Multiple degrees of freedom |
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308 | (4) |
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11.5.3.1 Example for consideration |
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309 | (1) |
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310 | (1) |
12 Brittle Materials |
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311 | (30) |
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12.1 Theoretical Strength |
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311 | (1) |
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312 | (3) |
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12.2.1 Mode I failure description |
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313 | (1) |
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314 | (1) |
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315 | (3) |
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12.3.1 General strength equation: residual stress free |
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315 | (1) |
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12.3.2 Finite bodies and free-surface correction |
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316 | (1) |
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12.3.3 General point flaws |
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316 | (1) |
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12.3.4 The basic fracture mechanics equation |
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317 | (1) |
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12.3.5 Example for consideration |
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318 | (1) |
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12.4 Strength with Residual Stress |
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318 | (3) |
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12.4.1 Combined residual stress and applied stress |
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319 | (1) |
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319 | (1) |
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12.4.3 Strength with residual stress and applied stress |
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319 | (2) |
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12.4.4 Example for consideration |
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321 | (1) |
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321 | (6) |
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321 | (1) |
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12.5.2 Chemically active environment |
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322 | (1) |
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322 | (1) |
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323 | (2) |
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12.5.5 Crack growth regions |
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325 | (1) |
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326 | (1) |
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12.5.7 Example for consideration |
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327 | (1) |
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12.6 Stress Corrosion Free of Residual Stress |
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327 | (3) |
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12.6.1 Examples for consideration |
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329 | (1) |
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12.7 Stress Corrosion with Residual Stress |
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330 | (4) |
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12.7.1 A complex integration |
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330 | (1) |
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12.7.2 Computation of constants and resulting time to failure |
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331 | (1) |
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12.7.3 Examples for consideration |
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332 | (1) |
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12.7.4 Obtaining constants and failure time |
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333 | (1) |
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334 | (2) |
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12.8.1 Example for consideration |
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335 | (1) |
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12.9 An Approximation Technique |
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336 | (1) |
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12.10 Overload Proof Test |
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336 | (3) |
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12.10.1 Application to ceramics |
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337 | (1) |
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12.10.2 Examples for consideration |
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337 | (2) |
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339 | (2) |
13 Performance Analysis of Optical Structures |
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341 | (28) |
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341 | (1) |
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342 | (1) |
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13.2.1 Example for consideration |
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342 | (1) |
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13.3 Decentration and Tip |
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343 | (1) |
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13.3.1 Example for consideration |
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343 | (1) |
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13.3.2 Gravity and frequency |
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344 | (1) |
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344 | (1) |
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13.5 Metering Truss Design |
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345 | (13) |
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345 | (2) |
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347 | (2) |
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13.5.3 Athermalized truss: a design before its time |
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349 | (5) |
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13.5.3.1 Example for consideration |
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353 | (1) |
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13.5.4 Composite metering structure |
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354 | (18) |
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357 | (1) |
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13.6 Case Study: Teal Ruby Telescope |
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358 | (8) |
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366 | (1) |
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367 | (2) |
14 Nuts and Bolts |
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369 | (26) |
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369 | (2) |
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371 | (1) |
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372 | (3) |
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373 | (1) |
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373 | (2) |
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375 | (1) |
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376 | (5) |
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376 | (2) |
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14.5.2 Externally applied load |
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378 | (2) |
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14.5.3 External load vibration: bolt fatigue |
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380 | (1) |
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14.5.4 Example for consideration |
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380 | (1) |
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381 | (3) |
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382 | (2) |
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384 | (3) |
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384 | (1) |
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384 | (1) |
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385 | (1) |
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14.7.4 Locking and staking |
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385 | (2) |
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387 | (1) |
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14.8 Friction Slip and Pins |
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387 | (3) |
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387 | (1) |
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388 | (1) |
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388 | (1) |
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389 | (1) |
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14.8.4 Example for consideration |
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390 | (1) |
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390 | (4) |
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391 | (5) |
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393 | (1) |
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394 | (1) |
15 Linear Analysis of Nonlinear Properties |
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395 | (18) |
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395 | (1) |
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15.2 Nonlinear Systems: Secant and Tangent Properties |
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396 | (4) |
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15.2.1 Thermal expansion coefficient |
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398 | (1) |
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398 | (2) |
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400 | (1) |
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15.4 Nonlinear Thermal Stress |
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401 | (1) |
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402 | (3) |
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402 | (2) |
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404 | (1) |
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405 | (2) |
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15.6.1 Example for consideration |
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406 | (1) |
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407 | (1) |
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408 | (5) |
16 Miscellaneous Analysis |
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413 | (36) |
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413 | (1) |
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414 | (1) |
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16.2 Stress Birefringence |
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414 | (3) |
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16.2.1 Coating-induced birefringence |
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415 | (1) |
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416 | (1) |
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16.3 Bonded Tubes and Grooves |
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417 | (4) |
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417 | (3) |
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420 | (1) |
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420 | (1) |
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420 | (1) |
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420 | (1) |
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421 | (1) |
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421 | (5) |
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16.4.1 Example for consideration |
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425 | (1) |
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426 | (9) |
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16.5.1 Ball-on-flat formulation |
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426 | (1) |
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16.5.2 Ball-in-cone formulation |
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427 | (1) |
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16.5.2.1 Examples for consideration |
|
|
427 | (1) |
|
16.5.3 Ball-in-cone analysis |
|
|
428 | (2) |
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16.5.4 Kinematic coupling |
|
|
430 | (3) |
|
|
431 | (1) |
|
|
432 | (1) |
|
16.5.5 Allowable load: Hertzian stress |
|
|
433 | (2) |
|
|
435 | (2) |
|
|
437 | (1) |
|
|
437 | (1) |
|
|
438 | (1) |
|
|
438 | (1) |
|
16.8.2 Lateral thermal gradient |
|
|
438 | (1) |
|
16.9 Dimensional Instability |
|
|
439 | (7) |
|
16.9.1 Glass transition temperature |
|
|
440 | (1) |
|
|
440 | (1) |
|
16.9.3 External stress relation |
|
|
441 | (1) |
|
|
442 | (1) |
|
16.9.5 Glass and ceramics |
|
|
442 | (1) |
|
|
442 | (1) |
|
16.9.7 Internal (residual) stress |
|
|
443 | (2) |
|
16.9.7.1 Deposition residual stress |
|
|
443 | (2) |
|
16.9.7.2 Machining residual stress |
|
|
445 | (1) |
|
|
445 | (1) |
|
|
446 | (3) |
Epilogue |
|
449 | (2) |
Index |
|
451 | |