- Page 2 and 3: EXPLOSIVE LOADING OF ENGINEERING ST
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- Page 6 and 7: Contents Preface vii Acknowledgemen
- Page 8 and 9: Preface A long time ago I walked ov
- Page 12 and 13: Notation All symbols are defined in
- Page 14 and 15: v shock front velocity vp permanent
- Page 16: ρ mass density of soil ρa atmosph
- Page 19 and 20: xviii Introduction reports in the B
- Page 21 and 22: xx Introduction This breadth of exp
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- Page 25 and 26: xxiv Introduction flint pebbles. Th
- Page 27 and 28: xxvi Introduction The most famous o
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- Page 31 and 32: xxx Introduction Energy, who commis
- Page 34 and 35: 1 The nature of explosions 1.1 THE
- Page 36 and 37: The development of low and high exp
- Page 38 and 39: The development of low and high exp
- Page 40 and 41: Nuclear explosions 7 Joliot and oth
- Page 42 and 43: The analysis of detonation and shoc
- Page 44 and 45: The analysis of detonation and shoc
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- Page 58 and 59: References 25 chapter, readers shou
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2 The detonation of explosive charg
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Ground burst explosions 29 reported
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Above-ground explosions 31 Figure 2
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Above-ground explosions 33 Figure 2
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Below-ground explosions 35 (K�500
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Below-ground explosions 37 Figure 2
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Table 2.3 Below-ground explosions 3
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Below-ground explosions 41 about 10
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Below-ground explosions 43 originat
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Underwater explosions 45 Table 2.4
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Underwater explosions 47 Returning
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Underwater explosions 49 Table 2.5
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Underwater explosions 51 Figure 2.1
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Table 2.6 Underwater explosions 53
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Equivalent pressure factors 55 Figu
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References 57 2.22 Cole, R.H. (1965
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60 Propellant, dust, gas and vapour
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62 grain is in the form of powder,
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64 Propellant, dust, gas and vapour
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66 Propellant, dust, gas and vapour
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68 Propellant, dust, gas and vapour
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70 Propellant, dust, gas and vapour
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72 Structural loading from distant
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74 distance L/2 from the front face
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76 Structural loading from distant
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78 Structural loading from distant
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80 Structural loading from distant
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82 reasonable agreement with test r
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84 Structural loading from distant
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86 Table 4.2 Structural loading fro
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88 Structural loading from distant
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5 Structural loading from local exp
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Concentrated external explosive loa
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Ground shock from concentrated unde
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Table 5.1 magnitude at shallow dept
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Ground shock from concentrated unde
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Concentrated external loads on unde
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Blast loads in tunnels and shafts 1
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Blast loads in tunnels and shafts 1
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Blast loads in tunnels and shafts 1
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Blast loads in tunnels and shafts 1
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Loads from confined explosions in u
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Loads from confined explosions in u
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Loads from confined explosions in u
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5.6 REFERENCES References 117 Figur
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6 Pressure measurement and blast si
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Experimental pressure measurement 1
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Blast simulation 123 slits to focus
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Blast simulation 125 layer between
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Blast simulation 127 long, and a fu
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Blast simulation 129 Figure 6.4 Air
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Blast simulation 131 Figure 6.7 Bla
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Blast simulation 133 the provision
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Simulation of loads on underground
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Simulation of loads on underground
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References 139 6.5 Granath, B.A. an
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7 Penetration and fragmentation 7.1
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His very early investigations of th
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Penetration into soil, stone and ro
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Penetration into soil, stone and ro
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Penetration into soil, stone and ro
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Penetration into soil, stone and ro
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Penetration into soil, stone and ro
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Penetration into soil, stone and ro
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Penetration into soil, stone and ro
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Loose Ottawa Flintshot sand, Penetr
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Penetration into soil, stone and ro
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Penetration into soil, stone and ro
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Penetration into concrete 165 ratio
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Penetration into concrete 167 penet
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Projectile damage to metal structur
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valuable, showing deformed configur
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Projectile damage to metal structur
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Fragmentation 175 In 1943 Payman [7
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Delivery systems and their developm
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7.7 REFERENCES References 179 7.1 P
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References 181 7.41 Dancygier, A.N.
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8 The effects of explosive loading
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Civil buildings 185 bombs, and by 1
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Civil buildings 187 exterior of the
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The stability of masonry walls unde
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Civil bridges 191 externally a dist
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Civil bridges 193 Figure 8.2 d’Ea
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Civil bridges 195 Figure 8.5 Vacoul
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Civil bridges 197 It was necessary
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Civil bridges 199 approximate relat
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Civil bridges 201 Figure 8.6 Relati
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(a) damage to deck slabs that carry
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Civil bridges 205 Figure 8.10 Damag
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Aircraft and ships 207 8.3 AIRCRAFT
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Aircraft and ships 209 Aircraft str
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Aircraft and ships 211 Tirpitz and
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References 213 much time has been d
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9 Response, safety and evolution 9.
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Theoretical response 217 the develo
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Theoretical response 219 was elasti
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Theoretical response 221 conditions
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Mendoza [9.15]. As these references
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Load factor 225 expected number of
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References 227 research and testing
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Author index Abbott, H.L. 210 Abbot
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Hugoniot, H. xx, 8, 18 Hülsewig, M
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Wright, J.K. 123 Wright, S.J. 222 Y
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236 Military penetrating projectile