Preface |
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1 | (18) |
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1.1 General Introduction to Engineering Mechanics |
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2 | (1) |
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1.2 General Introduction to Fracture Mechanics |
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3 | (2) |
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1.3 Impact Mechanics -- Appreciating Impact Problems in Engineering |
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5 | (3) |
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1.4 Historical Background |
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8 | (2) |
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1.5 Percussion, Concussion, Collision and Explosion |
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10 | (1) |
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11 | (8) |
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12 | (7) |
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Chapter 2 Rigid Body Impact Mechanics |
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19 | (16) |
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19 | (2) |
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2.2 Impulse -- Momentum Equations |
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21 | (1) |
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2.3 Coefficient of Restitution -- Classical Definitions |
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21 | (3) |
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2.3.1 Kinematic Coefficient of Restitution |
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22 | (1) |
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2.3.2 Measurement of Coefficient of Restitution |
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22 | (1) |
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2.3.3 Relative Assessment of Various Impacts in Sports |
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23 | (1) |
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2.4 Coefficient of Restitution -- Alternate Definition |
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24 | (5) |
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2.4.1 Kinetic Coefficient of Restitution |
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24 | (1) |
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2.4.1.1 Case Study: Rebound of Colliding Vehicles |
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25 | (2) |
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2.4.2 Energy Coefficient of Restitution |
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27 | (1) |
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2.4.2.1 Application in Vehicle Collisions |
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28 | (1) |
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2.5 Oblique Impact -- Role of Friction |
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29 | (2) |
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2.6 Limitations of Rigid Body Impact Mechanics |
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31 | (1) |
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31 | (4) |
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32 | (2) |
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34 | (1) |
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Chapter 3 One-Dimensional Impact Mechanics of Deformable Bodies |
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35 | (20) |
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35 | (1) |
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3.2 Single Degree of Freedom Idealization of Impact Process |
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36 | (5) |
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3.2.1 Governing Equations of Single Degree of Freedom (SDOF) System |
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37 | (1) |
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3.2.2 Forced Vibrations due to Exponentially Decaying Loads |
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38 | (3) |
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3.3 1-D Wave Propagation in Solids Induced by Impact |
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41 | (10) |
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3.3.1 Longitudinal Waves in Thin Rods |
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42 | (1) |
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3.3.1.1 The Governing Equation for Waves in Long Rods |
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42 | (4) |
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3.3.1.2 Free Vibrations in a Finite Rod |
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46 | (1) |
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3.3.2 Flexural Waves in Thin Rods |
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47 | (1) |
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3.3.2.1 The Governing Equation for Flexural Waves in Rods |
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47 | (1) |
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3.3.2.2 Free Vibrations of Finite Beams |
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48 | (2) |
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3.3.3 The D'Alembert's Solution for Wave Equation |
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50 | (1) |
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51 | (4) |
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52 | (2) |
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54 | (1) |
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Chapter 4 Multi-Dimensional Impact Mechanics of Deformable Bodies |
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55 | (24) |
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55 | (1) |
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56 | (7) |
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4.2.1 Stress Components on an Arbitrary Plane |
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56 | (1) |
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4.2.2 Principal Stresses and Stress Invariants |
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57 | (1) |
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58 | (1) |
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4.2.4 Octahedral Stresses |
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58 | (1) |
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4.2.5 Decomposition into Hydrostatic and Pure Shear States |
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59 | (1) |
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4.2.6 Equations of Motion of a Body in Cartesian Coordinates |
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60 | (1) |
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4.2.7 Equations of Motion of a Body in Cylindrical Coordinates |
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61 | (1) |
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4.2.8 Equations of Motion of a Body in Spherical Coordinates |
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62 | (1) |
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63 | (2) |
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4.3.1 Deformation in the Neighborhood of a Point |
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63 | (1) |
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4.3.2 Compatibility Equations |
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64 | (1) |
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65 | (1) |
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4.4 Linearised Stress-Strain Relations |
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65 | (2) |
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4.4.1 Stress-Strain Relations for Isotropic Materials |
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66 | (1) |
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4.5 Waves in Infinite Medium |
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67 | (3) |
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4.5.1 Longitudinal Waves (Primary/Dilatational/Irrotational Waves) |
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67 | (1) |
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4.5.1.1 Longitudinal Waves |
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68 | (1) |
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4.5.1.2 The Governing Equations for Longitudinal Waves |
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68 | (1) |
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4.5.2 Transverse Waves (Secondary/Shear/Distortional/Rotational Wave) |
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69 | (1) |
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69 | (1) |
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4.5.2.2 The Governing Equations for Transverse Waves |
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70 | (1) |
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4.6 Waves in Semi-Infinite Media |
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70 | (6) |
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71 | (3) |
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4.6.2 Symmetric Rayleigh-Lamb Spectrum in Elastic Layer |
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74 | (2) |
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76 | (3) |
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76 | (2) |
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78 | (1) |
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Chapter 5 Experimental Impact Mechanics |
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79 | (54) |
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80 | (1) |
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5.2 Quasi-Static Material Tests |
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81 | (6) |
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5.3 Pendulum Impact Tests |
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87 | (3) |
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5.4 About High Strain Rate Testing of Materials |
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90 | (1) |
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5.5 Split Hopkinson's Pressure Bar Test |
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91 | (12) |
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5.5.1 Historical Background and Significance |
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91 | (1) |
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5.5.2 Improvements in SHPB Test Apparatus |
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92 | (1) |
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5.5.3 Principle of SHPB Test |
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93 | (2) |
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95 | (2) |
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5.5.5 Design of Pressure Bars for a SHPB Apparatus |
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97 | (3) |
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5.5.6 Applications, Availability and Few Results |
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100 | (3) |
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5.6 Taylor Cylinder Impact Test |
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103 | (7) |
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104 | (3) |
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107 | (1) |
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5.6.3 Limitations and Improvements |
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107 | (2) |
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5.6.4 Case Study-1: Experiments with a Paraffin Wax |
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109 | (1) |
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5.6.5 Case Study-2: Experiments with Steel Cylinders |
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109 | (1) |
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110 | (15) |
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5.7.1 Drop Specimen Test (DST) |
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111 | (2) |
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5.7.1.1 Few Standards for DST by Free Fall |
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113 | (1) |
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5.7.1.2 Experimental Setup for DST |
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113 | (2) |
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115 | (1) |
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5.7.1.4 A Case Study: DST of a helicopter in NASA in a bid to improve safety |
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116 | (2) |
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5.7.2 Drop Weight Test (DWT) |
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118 | (1) |
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5.7.2.1 Experimental Setup for DWT |
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119 | (2) |
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5.7.2.2 Case Study-1: DWT to study fracture process in structural concrete |
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121 | (3) |
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5.7.2.3 Case Study-2: DWT tower for applying both compressive and tensile dynamic loads |
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124 | (1) |
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125 | (8) |
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126 | (1) |
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127 | (6) |
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Chapter 6 Modeling Deformation and Failure Under Impact |
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133 | (38) |
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133 | (2) |
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135 | (9) |
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6.2.1 Gruneisen Parameter |
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135 | (1) |
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6.2.2 Shock-Hugoniot Curve |
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136 | (1) |
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6.2.3 Rankine-Hugoniot Conditions |
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137 | (2) |
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6.2.4 Mie-Gruneisen (Shock) Equation of State |
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139 | (2) |
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6.2.4.1 Implementation of Mie-Gruneisen Equation of State |
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141 | (1) |
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6.2.5 Murnaghan Equation of State |
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142 | (1) |
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6.2.6 Linear Equation of State |
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142 | (1) |
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6.2.7 Polynomial Equation of State |
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143 | (1) |
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6.2.8 High Explosive Equation of State |
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143 | (1) |
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6.3 Constitutive Models for Material Deformation and Plasticity |
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144 | (11) |
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145 | (2) |
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6.3.2 Plastic Isotropic or Kinematic Hardening Material Model |
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147 | (1) |
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6.3.3 Thermo-Elastic-Plastic Material Model |
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148 | (1) |
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6.3.4 Power-Law Isotropic Plasticity Material Model |
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148 | (1) |
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6.3.5 Johnson-Cook Material Model |
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149 | (1) |
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6.3.5.1 Determination of Parameters in Johnson-Cook Model |
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150 | (1) |
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6.3.6 Zerilli-Armstrong Material Model |
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151 | (1) |
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6.3.6.1 Modified Zerilli-Armstrong Material Model |
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151 | (1) |
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6.3.6.2 Determination of Parameters in Zerilli-Armstrong Model |
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152 | (1) |
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6.3.7 Combined Johnson-Cook and Zerilli-Armstrong Material Model |
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152 | (1) |
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6.3.8 Steinberg-Guinan Material Model |
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153 | (1) |
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6.3.9 Barlat's 3 Parameter Plasticity Material Model |
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153 | (1) |
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6.3.10 Orthotropic Material Model |
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154 | (1) |
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6.3.11 Summary of Material Models |
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154 | (1) |
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6.4 Failure/Damage Models |
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155 | (9) |
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6.4.1 Void Growth and Fracture Strain Model |
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156 | (1) |
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6.4.1.1 Void Growth Model |
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156 | (1) |
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6.4.1.2 Fracture Strain Model |
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157 | (1) |
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6.4.2 Johnson--Cook Failure Model |
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158 | (1) |
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6.4.3 Unified Model of Visco-plasticity and Ductile Damage |
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159 | (1) |
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6.4.4 Johnson-Holmquist Concrete Damage Model |
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160 | (1) |
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6.4.4.1 Determination of Parameters in Johnson-Holmquist Model |
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161 | (1) |
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6.4.5 Chang-Chang Composite Damage Model |
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161 | (1) |
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6.4.6 Orthotropic Damage Model |
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162 | (1) |
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6.4.7 Plastic Strain Limit Damage Model |
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162 | (1) |
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6.4.8 Material Stress/Strain Limit Damage Model |
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162 | (1) |
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6.4.9 Implementation of Damage |
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163 | (1) |
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6.4.9.1 Discrete Technique |
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163 | (1) |
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6.4.9.2 Operator Split Technique |
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163 | (1) |
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6.5 Temperature Rise During Impact |
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164 | (1) |
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165 | (6) |
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166 | (1) |
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167 | (4) |
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Chapter 7 Computational Impact Mechanics |
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171 | (50) |
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171 | (3) |
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7.2 Principles of Numerical Formulations |
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174 | (15) |
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7.2.1 Classical Continuum Methods: Lagrangean, Eulerian and Arbitrary Lagrangean-Eulerian |
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174 | (1) |
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7.2.1.1 Lagrangean Formulation |
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174 | (2) |
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7.2.1.2 Eulerian Formulation |
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176 | (1) |
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7.2.1.3 Arbitrary Lagrangean-Eulerian Coupling (ALE-Formulation) |
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177 | (2) |
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7.2.2 Particle Based Methods |
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179 | (1) |
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7.2.2.1 Smooth Particle Hydrodynamics Method |
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180 | (3) |
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7.2.2.2 Discrete Element Method |
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183 | (2) |
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185 | (2) |
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7.2.4 Hybrid Particle and Mesh based Methods |
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187 | (2) |
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7.3 Numerical Simulation Using Finite Element Methods |
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189 | (3) |
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7.4 Numerical Integration Methods |
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192 | (4) |
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7.4.1 Implicit Integration |
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192 | (1) |
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7.4.2 Explicit Integration |
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193 | (1) |
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7.4.3 Application of Integration Schemes and Material Response |
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194 | (2) |
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7.5 Computational Aspects in Numerical Simulation |
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196 | (7) |
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7.5.1 Hour Glass Deformations and Control |
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196 | (1) |
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7.5.1.1 Hour Glass Deformations |
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196 | (1) |
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7.5.1.2 Hour Glass Control |
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197 | (1) |
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7.5.2 Shockwaves, Numerical Shockwaves and Artificial Viscosity |
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198 | (1) |
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198 | (1) |
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7.5.2.2 Numerical Shockwaves |
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198 | (1) |
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7.5.2.3 Artificial Viscosity |
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199 | (1) |
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200 | (1) |
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200 | (1) |
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7.5.5 Contact-Impact Considerations |
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201 | (1) |
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7.5.5.1 Kinematic Constraint Method |
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201 | (1) |
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202 | (1) |
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7.5.5.3 Distributed Parameter Method |
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202 | (1) |
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7.5.5.4 Automatic Surface to Surface Contact |
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202 | (1) |
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7.5.5.5 Initial Contact Interpenetrations |
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203 | (1) |
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7.5.5.6 Friction in Sliding Interfaces |
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203 | (1) |
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7.6 Case Studies in Numerical Simulation |
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203 | (11) |
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7.6.1 Case-1: Simulation of Ballistic Impact on a Plate with a Simple Plasticity Model |
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203 | (3) |
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7.6.2 Case-2: Simulation of Plugging Failure with a Unified Material and Damage Model |
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206 | (3) |
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7.6.3 Case-3: Simulation of Ballistic Impact of a Steel Bullet on a GFRP Plate |
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209 | (3) |
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7.6.4 Case-4: Discrete Element Method for Simulation of Ballistic Impact in 1-D Domain |
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212 | (2) |
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214 | (7) |
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216 | (1) |
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216 | (5) |
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Chapter 8 Vehicle Collision |
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221 | (48) |
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221 | (2) |
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8.2 Mechanics of Vehicle Collision |
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223 | (2) |
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8.3 Crash Impact Tests for Safety Regulations |
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225 | (9) |
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227 | (1) |
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8.3.1.1 Frontal Crash Impact Test |
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227 | (2) |
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8.3.1.2 Side Crash Impact Test |
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229 | (1) |
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8.3.1.3 Rear Crash Impact Test |
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230 | (1) |
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8.3.1.4 Pedestrian Impact Test |
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231 | (1) |
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8.3.1.5 Roll-over Crash Impact Test |
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231 | (1) |
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8.3.2 Data Acquisition and Filtering in Crash Impact Tests |
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232 | (1) |
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8.3.3 Vehicle Safety Regulations in India |
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233 | (1) |
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8.4 Concepts in Analysis of Vehicle/Occupant Systems |
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234 | (19) |
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234 | (2) |
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8.4.2 Analysis of Frontal Rigid Barrier Collision (Frontal Impact Crash) |
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236 | (1) |
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8.4.3 Vehicle Response in Frontal Barrier Collision |
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237 | (3) |
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8.4.4 Equivalent Square Wave and Pulse Waveform Efficiency |
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240 | (1) |
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8.4.4.1 Equivalent Square Wave (ESW) |
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240 | (1) |
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8.4.4.2 Pulse Waveform Efficiency (η) |
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241 | (1) |
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8.4.5 Occupant Response in Frontal Barrier Collision |
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242 | (1) |
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8.4.5.1 Occupant Response in a General Braking Vehicle |
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243 | (1) |
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8.4.5.2 Unrestrained Occupant Response in a Braking Vehicle |
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244 | (1) |
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8.4.5.3 Unrestrained Occupant Response in a Crashing Vehicle |
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245 | (1) |
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8.4.5.4 Restrained Occupant Response in a Crashing Vehicle |
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246 | (1) |
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8.4.5.5 Effect of Occupant Restraint in a Crashing Vehicle |
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246 | (1) |
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8.4.6 Guidelines for Design and Evaluation of a Good Occupant Restraint System |
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247 | (1) |
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8.4.7 Side Impact Analysis |
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248 | (2) |
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8.4.8 Compatibility between Restraint System and Vehicle Front Structure |
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250 | (3) |
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8.5 Standard Restraint Systems |
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253 | (5) |
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8.5.1 Airbag Restraint System (ARS) |
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253 | (2) |
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8.5.2 Safety (Seat) Belts |
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255 | (1) |
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8.5.2.1 Case-1: Occupant with a Non-Stretching Seat Belt |
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255 | (1) |
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8.5.2.2 Case-2: Occupant with a Stretchable Seat Belt |
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255 | (1) |
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8.5.2.3 Case-3: Occupant with No Seat Belt |
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256 | (1) |
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8.5.2.4 Response in all Cases |
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257 | (1) |
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8.5.3 Collapsible Steering Columns |
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257 | (1) |
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8.6 Crashworthiness and Crash Energy Management |
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258 | (6) |
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258 | (1) |
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8.6.2 Crash Energy Management |
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259 | (1) |
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8.6.2.1 Parameters Adopted in Quantifying Crash Energy |
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260 | (1) |
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8.6.2.2 Typical Structural Members for Crash Energy Management |
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261 | (3) |
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264 | (5) |
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265 | (2) |
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267 | (2) |
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Chapter 9 Ballistic Impact |
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269 | (44) |
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269 | (7) |
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9.1.1 Classification of Ballistic Impact, Projectile Shape and Target |
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272 | (1) |
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9.1.1.1 Classification of Ballistic Impact |
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272 | (1) |
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9.1.1.2 Classification of Projectile Shape |
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273 | (1) |
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9.1.1.3 Classification of Targets |
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273 | (1) |
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9.1.2 Impact Response of Materials to Ballistic Impact at Different Velocity Regimes |
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274 | (2) |
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9.2 Mechanics of Penetration and Perforation |
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276 | (6) |
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9.2.1 Physics of Impact Phenomena in Penetration and Perforation |
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276 | (1) |
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9.2.2 Elastic, Plastic and Hydrodynamic Limit Velocities and Permanent Deformation |
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277 | (1) |
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9.2.2.1 Elastic Limit Velocity (VEL) |
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278 | (1) |
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9.2.2.2 Plastic Limit Velocity (VPL) |
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278 | (1) |
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9.2.2.3 Hydrodynamic Limit Velocity (VHL) |
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279 | (1) |
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9.2.3 Ballistic Limit Velocity, Impact Regime Phase Diagram and Aerial Density |
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279 | (1) |
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280 | (1) |
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9.2.3.2 Impact Regime Phase Diagram for Ballistic Limit |
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281 | (1) |
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282 | (1) |
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9.3 Failure Modes and Mechanisms in Impacted Targets |
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282 | (4) |
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9.4 Ballistic Impact Models |
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286 | (16) |
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9.4.1 Methods Adopted in Developing Ballistic Impact Models |
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287 | (1) |
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9.4.1.1 Analytical Methods |
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287 | (1) |
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9.4.1.2 Empirical or Quasi-Analytical Methods |
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287 | (1) |
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9.4.1.3 Numerical Methods |
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288 | (1) |
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9.4.2 Select Ballistic Impact Models |
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288 | (1) |
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9.4.2.1 Penetration Models |
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288 | (9) |
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9.4.2.2 Residual Velocity Models |
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297 | (3) |
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9.4.2.3 Models for Fragmentation |
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300 | (2) |
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302 | (5) |
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9.5.1 Different Stages in Ballistic Experiments |
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302 | (1) |
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9.5.2 A Simple Test Setup for Ballistic Impact |
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302 | (2) |
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9.5.3 An Actual Test Setup for Ballistic Impact |
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304 | (2) |
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9.5.4 Developments in Imaging Systems |
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306 | (1) |
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9.5.5 Open Range Test Setup for Ballistic Impact |
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306 | (1) |
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307 | (6) |
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308 | (2) |
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310 | (3) |
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Chapter 10 Concluding Remarks |
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313 | (12) |
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314 | (1) |
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315 | (3) |
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10.3 Future Research Directions for Applied Impact Mechanics |
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318 | (3) |
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321 | (4) |
Index |
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325 | (10) |
Colour Plate |
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335 | |