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Modeling of Extreme Waves in Technology and Nature, Two Volume Set [Multiple-component retail product]

  • Formaat: Multiple-component retail product, 822 pages, kõrgus x laius: 234x156 mm, kaal: 1750 g, 2 Tables, black and white; 20 Illustrations, color; 435 Illustrations, black and white, Contains 2 hardbacks
  • Sari: Modeling of Extreme Waves in Technology and Nature
  • Ilmumisaeg: 01-Jul-2020
  • Kirjastus: CRC Press
  • ISBN-10: 1138479519
  • ISBN-13: 9781138479517
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  • Formaat: Multiple-component retail product, 822 pages, kõrgus x laius: 234x156 mm, kaal: 1750 g, 2 Tables, black and white; 20 Illustrations, color; 435 Illustrations, black and white, Contains 2 hardbacks
  • Sari: Modeling of Extreme Waves in Technology and Nature
  • Ilmumisaeg: 01-Jul-2020
  • Kirjastus: CRC Press
  • ISBN-10: 1138479519
  • ISBN-13: 9781138479517
Modeling of Extreme Waves in Technology and Nature is a two-volume set, comprising Evolution of Extreme Waves and Resonances (Volume I) and Extreme Waves and Shock-Excited Processes in Structures and Space Objects (Volume II).

The theory of waves is generalized on cases of extreme waves. The formation and propagation of extreme waves of various physical and mechanical nature (surface, elastoplastic, fracture, thermal, evaporation) in liquid and solid media, and in structural elements contacting with bubbly and cryogenic liquids are considered analytically and numerically. The occurrence of tsunamis, giant ocean waves, turbulence, and different particle-waves is described as resonant natural phenomena.

Nonstationary and periodic waves are considered using models of continuum. The change in the state of matter is taken into account using wide-range determining equations.

The desire for the simplest and at the same time general description of extreme wave phenomena that takes the reader to the latest achievements of science is the main thing that characterizes this book and is revolutionary for wave theory. A description of a huge number of observations, experimental data, and calculations is also given.
Volume I: Evolution of Extreme Waves and Resonances
Preface
xv
Acknowledgments
xix
Author
xxi
Part I An Example of a Unified Theory of Extreme Waves
Chapter 1 Lagrangian Description of Surface Water Waves
3(36)
1.1 The Lagrangian Form of the Hydrodynamics Equations: The Balance Equations, Boundary Conditions, and a Strongly Nonlinear Basic Equation
4(4)
1.1.1 Balance and State Equations
4(2)
1.1.2 Boundary Conditions
6(2)
1.1.3 A Basic Expression for the Pressure and a Basic Strongly Nonlinear Wave Equation
8(1)
1.2 2D Strongly Nonlinear Wave Equations for a Viscous Liquid
8(4)
1.2.1 The Vertical Displacement Assumption
9(1)
1.2.2 The 2D Airy-Type Wave Equation
10(2)
1.2.3 The Generation of the Green-Naghdi-Type Equation
12(1)
1.3 A Basic Depth-Averaged 1D Model Using a Power Approximation
12(13)
1.3.1 The Strongly Nonlinear Wave Equation
14(3)
1.3.2 Three-Speed Variants of the Strongly Nonlinear Wave Equation
17(2)
1.3.3 Resonant Interaction of the Gravity and Capillary Effects in a Surface Wave
19(1)
1.3.4 Effects of the Dispersion
20(2)
1.3.5 Examples of Nonlinear Wave Equations
22(3)
1.4 Nonlinear Equations for Gravity Waves over the Finite-Depth Ocean
25(5)
1.4.1 Moderate Depth
25(3)
1.4.2 The Gravity Waves over the Deep Ocean
28(2)
1.5 Models and Basic Equations for Long Waves
30(3)
1.6 Bottom Friction and Governing Equations for Long Extreme Waves
33(3)
1.7 Airy-Type Equations for Capillary Waves and Remarks to This
Chapter
36(3)
Chapter 2 Euler's Figures and Extreme Waves: Examples, Equations, and Unified Solutions
39(34)
2.1 Example of Euler's Elastica Figures
41(3)
2.2 Examples of Fundamental Nonlinear Wave Equations
44(1)
2.3 The Nonlinear Klein-Gordon Equation and Wide Spectra of Its Solutions
45(5)
2.3.1 The One-Dimensional Version and One-Hand Traveling Waves
45(1)
2.3.2 Exact Solutions of the Nonlinear Klein-Gordon Equation
46(2)
2.3.3 The Sine-Gordon Equation: Approximate and Exact Elastica-Like Wave Solutions
48(2)
2.4 Cubic Nonlinear Equations Describing Elastica-Like Waves
50(1)
2.5 Elastica-Like Waves: Singularities, Instabilities, Resonant Generation
51(7)
2.5.1 Singularities as Fields of Euler's Elastica Figures Generation
52(2)
2.5.2 Instabilities and Generation of Euler's Elastica Figures
54(2)
2.5.3 "Dangerous" Dividers and Self-Excitation of the Transresonant Waves
56(2)
2.6 Simple Methods for a Description of Elastica-Like Waves
58(6)
2.6.1 Modeling of Unidirectional Elastica-Like Waves
59(3)
2.6.2 The Model Equation for the Faraday Waves and Euler's Figures
62(2)
2.7 Nonlinear Effects on Transresonant Evolution of Euler's Figures into Particle-Waves
64(4)
References
68(5)
Part II Waves in Finite Resonators
Chapter 3 Generalization of d'Alembert's Solution for Nonlinear Long Waves
73(36)
3.1 Resonance of Traveling Surface Waves (Site Resonance)
73(5)
3.2 Extreme Waves in Finite Resonators
78(7)
3.2.1 Resonance Waves in a Gas Filling Closed Tube
78(1)
3.2.2 Resonant Amplification of Seismic Waves in Natural Resonators
78(4)
3.2.3 Topographic Effect: Extreme Dynamics of Tarzana Hill
82(3)
3.3 The d'Alembert-Type Nonlinear Resonant Solutions: Deformable Coordinates
85(4)
3.3.1 The Singular Solution of the Nonlinear Wave Equation
85(2)
3.3.2 The Solutions of the Wave Equation without the Singularity with Time
87(2)
3.3.3 Some Particular Cases of the General Solution (3.22)
89(1)
3.4 The d'Alembert-Type Nonlinear Resonant Solutions: Undeformable Coordinates
89(12)
3.4.1 The Singular Solution of the Nonlinear Wave Equations
90(4)
3.4.2 Resonant (Unsingular in Time) Solutions of the Wave Equation
94(3)
3.4.3 Special Cases of the Resonant (Unsingular with Time) Solution
97(2)
3.4.4 Illustration to the Theory: The Site Resonance of Waves in a Long Channel
99(2)
3.5 Theory of Free Oscillations of Nonlinear Wave in Resonators
101(6)
3.5.1 Theory of Free Strongly Nonlinear Wave in Resonators
102(3)
3.5.2 Comparison of Theoretical Results
105(2)
3.6 Conclusion on This
Chapter
107(2)
Chapter 4 Extreme Resonant Waves: A Quadratic Nonlinear Theory
109(38)
4.1 An Example of a Boundary Problem and the Equation Determining Resonant Plane Waves
109(5)
4.1.1 Very Small Effects of Nonlinearity, Viscosity, and Dispersion
110(1)
4.1.2 The Dispersion Effect on Linear Oscillations
111(1)
4.1.3 Fully Linear Analysis
112(2)
4.2 Linear Resonance
114(9)
4.2.1 Effect of Nonlinearity
115(4)
4.2.2 Waves Excited Very Near Boundaries of Resonant Band
119(1)
4.2.3 Effect of Viscosity
120(3)
4.3 Solutions within and Near the Shock Structure
123(3)
4.4 Resonant Wave Structure: Effect of Dispersion
126(5)
4.5 Quadratic Resonances
131(7)
4.5.1 Results of Calculations and Discussion
135(3)
4.6 Forced Vibrations of a Nonlinear Elastic Layer
138(9)
Chapter 5 Extreme Resonant Waves: A Cubic Nonlinear Theory
147(34)
5.1 Cubically Nonlinear Effect for Closed Resonators
150(17)
5.1.1 Results of Calculations: Pure Cubic Nonlinear Effect
153(4)
5.1.2 Results of Calculations: Joint Cubic and Quadratic Nonlinear Effect
157(2)
5.1.3 Instant Collapse of Waves Near Resonant Band End
159(1)
5.1.4 Linear and Cubic Nonlinear Standing Waves in Resonators
160(1)
5.1.5 Resonant Particles, Drops, Jets, Surface Craters, and Bubbles
161(6)
5.2 A Half-Open Resonator
167(7)
5.2.1 Basic Relations
167(2)
5.2.2 Governing Equation
169(5)
5.3 Scenarios of Transresonant Evolution and Comparisons with Experiments
174(1)
5.4 Effects of Cavitation in Liquid on Its Oscillations in Resonators
175(6)
Chapter 6 Spherical Resonant Waves
181(30)
6.1 Examples and Effects of Extreme Amplification of Spherical Waves
181(5)
6.2 Nonlinear Spherical Waves in Solids
186(10)
6.2.1 Nonlinear Acoustics of the Homogeneous Viscoelastic Solid Body
186(2)
6.2.2 Approximate General Solution
188(1)
6.2.3 Boundary Problem, Basic Relations, and Extreme Resonant Waves
189(4)
6.2.4 Analogy with the Plane Wave, Results of Calculations, and Discussion
193(3)
6.3 Extreme Waves in Spherical Resonators Filling Gas or Liquid
196(8)
6.3.1 Governing Equation and Its General Solution
196(1)
6.3.2 Boundary Conditions and Basic Equation for Gas Sphere
197(2)
6.3.3 Structure and Transresonant Evolution of Oscillating Waves
199(1)
6.3.3.1 First Scenario (C not = to B)
199(1)
6.3.3.2 Second Scenario (C = -B)
201(1)
6.3.4 Discussion
202(2)
6.4 Localization of Resonant Spherical Waves in Spherical Layer
204(7)
Chapter 7 Extreme Faraday Waves
211(54)
7.1 Extreme Vertical Dynamics of Weakly Cohesive Materials
211(5)
7.1.1 Loosening of Surface Layers Due to Strongly Nonlinear Wave Phenomena
213(3)
7.2 Main Ideas of the Research
216(3)
7.3 Modeling Experiments as Standing Waves
219(5)
7.4 Modeling of Counterintuitive Waves as Travelling Waves
224(5)
7.4.1 Modeling of the Kolesnichenko's Experiments
225(2)
7.4.2 Modeling of Experiments of Bredmose et al.
227(2)
7.5 Strongly Nonlinear Waves and Ripples
229(11)
7.5.1 Experiments of Lei Jiang et al. and Discussion of Them
229(4)
7.5.2 Deep Water Model
233(7)
7.6 Solitons, Oscillons, and Formation of Surface Patterns
240(5)
7.7 Theory and Patterns of Nonlinear Faraday Waves
245(13)
7.7.1 Basic Equations and Relations
246(3)
7.7.2 Modeling of Certain Experimental Data
249(3)
7.7.3 Two-Dimensional Patterns
252(4)
7.7.4 Historical Comments and Key Result
256(2)
References
258(7)
Part III Extreme Ocean Waves and Resonant Phenomena
Chapter 8 Long Waves, Green's Law and Topographical Resonance
265(36)
8.1 Surface Ocean Waves and Vessels
265(2)
8.2 Observations of the Extreme Waves
267(5)
8.3 Long Solitary Waves
272(3)
8.4 KdV-Type, Burgers-Type, Gardner-Type, and Camassa-Holm-Type Equations for the Case of the Slowly Varying Depth
275(3)
8.5 Model Solutions and the Green Law for Solitary Wave
278(5)
8.6 Examples of Coastal Evolution of the Solitary Wave
283(1)
8.7 Generalizations of the Green's Law
284(4)
8.8 Tests for Generalized Green's Law
288(7)
8.8.1 The Evolution of Harmonic Waves above Topographies
288(4)
8.8.2 The Evolution of a Solitary Wave over Trapezium Topographies
292(1)
8.8.3 Waves in the Channel with a Semicircular Topographies
293(2)
8.9 Topographic Resonances and the Euler's Elastica
295(6)
Chapter 9 Modeling of a Tsunami Described by Charles Darwin and Coastal Waves
301(28)
9.1 Darwin's Description of Tsunamis Generated by Coastal Earthquakes
302(3)
9.2 Coastal Evolution of Tsunami
305(8)
9.2.1 Effect of the Bottom Slope
306(2)
9.2.2 The Ocean ebb in Front of a Tsunami
308(2)
9.2.3 Effect of the Bottom Friction
310(3)
9.3 Theory of Tsunami: Basic Relations
313(5)
9.4 Scenarios of the Coastal Evolution of Tsunami
318(7)
9.4.1 Cubic Nonlinear Scenarios
318(4)
9.4.2 Quadratic Nonlinear Scenario
322(3)
9.5 Cubic Nonlinear Effects: Overturning and Breaking of Waves
325(4)
Chapter 10 Theory of Extreme (Rogue, Catastrophic) Ocean Waves
329(20)
10.1 Oceanic Heterogeneities and the Occurrence of Extreme Waves
330(3)
10.2 Model of ShallOw Waves
333(9)
10.2.1 Simulation of a "Hole in the Sea" Met by the Tanker "Taganrogsky Zaliv"
335(1)
10.2.2 Simulation of Typical Extreme Ocean Waves as Shallow Waves
336(6)
10.3 Solitary Ocean Waves
342(2)
10.4 Nonlinear Dispersive Relation and Extreme Waves
344(3)
10.4.1 The Weakly Nonlinear Interaction of Many Small Amplitude Ocean Waves
345(1)
10.4.2 The Cubic Nonlinear Interaction of Ocean Waves and Extreme Waves Formation
346(1)
10.5 Resonant Nature of Extreme Harmonic Wave
347(2)
Chapter 11 Wind-Induced Waves and Wind-Wave Resonance
349(14)
11.1 Effects of Wind and Current
349(3)
11.2 Modeling the Effect of Wind on the Waves
352(2)
11.3 Relationships and Equations for Wind Waves in Shallow and Deep Water
354(2)
11.4 Wave Equations for Unidirectional Wind Waves
356(4)
11.5 The Transresonance Evolution of Coastal Wind Waves
360(3)
Chapter 12 Transresonant Evolution of Euler's Figures into Vortices
363(32)
12.1 Vortices in the Resonant Tubes
366(2)
12.2 Resonance Vortex Generation
368(5)
12.3 Simulation of the Richtmyer-Meshkov Instability Results
373(5)
12.4 Cubic Nonlinearity and Evolution of Waves into Vortices
378(5)
12.5 Remarks to Extreme Water Waves (Parts I-III)
383(3)
References
386(9)
Part IV Modeling of Particle-Waves, Slit Experiments, and the Extreme Waves in Scalar Fields
Chapter 13 Resonances, Euler's Figures, and Particle-Waves
395(28)
13.1 Scalar Fields and Euler's Figures
395(8)
13.1.1 Own Nonlinear Oscillations of a Scalar Field in a Resonator
395(5)
13.1.2 The Simplest Model of the Evolution of Euler's Figures into Periodical Particle-Wave
400(3)
13.2 Some Data of Exciting Experiments with Layers of Liquid
403(2)
13.3 Stable Oscillations of Particle-Wave Configurations
405(4)
13.4 Schr6dinger and Klein-Gordon Equations
409(5)
13.5 Strongly Localized Nonlinear Sphere-Like Waves and Wave Packets
414(5)
13.6 Wave Trajectories, Wave Packets, and Discussion
419(4)
Chapter 14 Nonlinear Quantum Waves in the Light of Recent Slit Experiments
423(42)
14.1 Introduction
423(4)
14.2 Experiments Using Different Kinds of "Slits" and the Beginning of the Discussion
427(8)
14.3 Explanations and Discussion of the Experimental Results
435(6)
14.4 Casimir's Effect
441(4)
14.5 Thin Metal Layer and Plasmons as the Synchronizators
445(3)
14.6 Testing of thought Experiments.
448(5)
14.7 Main thought Experiment
453(5)
14.8 Resonant Dynamics of Particle-Wave, Vacuum, and Universe
458(7)
Chapter 15 Resonant Models of Origin of Particles from Scalar Fields
465
15.1 Basic Equation and Relations
466(2)
15.2 A Landscape of the Scalar Potential
468(3)
15.3 Effects of Interaction of Dynamic and Stationary Parts of Scalar Field: Eruption and Tunneling
471(1)
15.4 Description of Quantum Perturbations
472(7)
15.4.1 Modeling of Quantum Actions: Theory
473(1)
15.4.2 Modeling of Quantum Actions: Calculations
474(5)
15.5 Oscillations of Scalar Field and the Bose-Einstein Condensate
479(3)
15.6 Modelling of the Origin of the Particles
482(1)
15.7 Remarks and Conclusion to Part IV
482(3)
References
485(6)
Conclusion to Volume I
491(8)
Index
499
Volume II: Extreme Waves and Shock-Excited Processes in Structures and Space Objects
Preface
xiii
Acknowledgments
xv
Author
xvii
Part I Basic Models, Equations, and Ideas
Chapter 1 Models of Continuum
3(30)
1.1 The System of Equations of Mechanics Continuous Medium
3(5)
1.2 State (Constitutive) Equations for Elastic and Elastic-Plastic Bodies
8(4)
1.3 The Equations of Motion and the Wide-Range Equations of State of an Inviscid Fluid
12(5)
1.4 Simplest Example of Fracture of Media within Rarefaction Zones
17(7)
1.4.1 The State Equation for Bubbly Liquid
17(2)
1.4.2 Fracture (Cold Boiling) of Water During Seaquakes
19(2)
1.4.3 Model of Fracture (Cold Boiling) of Bubbly Liquid
21(3)
1.5 Models of Moment and Momentless Shells
24(9)
1.5.1 Shallow Shells and the Kirchhoff-Love Hypotheses
24(4)
1.5.2 The Timoshenko Theory of Thin Shells and Momentless Shells
28(5)
Chapter 2 The Dynamic Destruction of Some Materials in Tension Waves
33(18)
2.1 Models of Dynamic Failure of Solid Materials
34(5)
2.1.1 Phenomenological Approach
34(2)
2.1.2 Microstructural Approach
36(3)
2.2 Models of Interacting Voids (Bubbles, Pores)
39(4)
2.3 Pore on Porous Materials
43(3)
2.4 Mathematical Model of Materials Containing Pores
46(5)
Chapter 3 Models of Dynamic Failure of Weakly Cohesived Media (WCM)
51(40)
3.1 Introduction
51(6)
3.1.1 Examples of Gassy Material Properties
53(1)
3.1.2 Behavior of Weakly Cohesive Geomaterials within Extreme Waves
54(3)
3.2 Modeling of Gassy Media
57(9)
3.2.1 State Equation for Condensed Matter-Gas Mixture
58(2)
3.2.2 Strongly Nonlinear Model of the State Equation for Gassy Media
60(2)
3.2.3 The Tait-Like Form of the State Equation
62(3)
3.2.4 Wave Equations for Gassy Materials
65(1)
3.3 Effects of Bubble Oscillations on the One-Dimensional Governing Equations
66(3)
3.3.1 Differential Form of the State Equation
66(1)
3.3.2 The Strongly Nonlinear Wave Equation for Bubbly Media
67(2)
3.4 Linear Acoustics of Bubbly Media
69(6)
3.4.1 Three-Speed Wave Equations
70(1)
3.4.2 Two-Speed Wave Equations
71(1)
3.4.3 One-Speed Wave Equations
72(1)
3.4.4 Influence of Viscous Properties on the Sound Speed of Magma-like Media
73(2)
3.5 Examples of Observable Extreme Waves of WCM
75(4)
3.5.1 Mount St Helens Eruption
75(2)
3.5.2 The Volcano Santiaguito Eruptions
77(2)
3.6 Nonlinear Acoustic of Bubble Media
79(3)
3.6.1 Low-Frequency Waves: Boussinesq and Long-Wave Equations
80(1)
3.6.2 High-Frequency Waves: Klein-Gordon and Schrodinger Equations
81(1)
3.7 Strongly Nonlinear Airy-Type Equations and Remarks to
Chapters 1-3
82(2)
References
84(7)
Part II Extreme Waves and Structural Elements
Chapter 4 Extreme Effects and Waves in Impact-Loaded Hydrodeformable Systems
91(36)
4.1 Introduction
91(2)
4.2 Underwater Explosions and Extreme Waves of the Cavitation: Experiments
93(3)
4.3 Experimental Studies of Formation and Propagation of the Cavitation Waves
96(5)
4.3.1 Elastic Plate-Underwater Wave Interaction
97(1)
4.3.2 Elastoplastic Plate-Underwater Wave Interaction
98(3)
4.4 Extreme Underwater Wave and Plate Interaction
101(20)
4.4.1 Effects of Deformability
101(2)
4.4.2 Effects of Cavitation on the Plate Surface
103(11)
4.4.3 Effects of Cavitation in the Liquid Volume on the Plate-Liquid Interaction I
I06
4.4.4 Effects of Plasticity
114(7)
4.5 Modeling of Extreme Wave Cavitation and Cool Boiling in Tanks
121(6)
4.5.1 Impact Loading of a Tank
122(2)
4.5.2 Impact Loading of Liquid in a Tank
124(3)
Chapter 5 Shells and Cavitation (Cool Boiling) Waves
127(28)
5.1 Interaction of a Cylindrical Shell with Underwater Shock Wave in Liquid
127(2)
5.2 Extreme Waves in Cylindrical Elastic Container
129(6)
5.2.1 Effects of Cavitation and Cool Boiling on the Interaction of Shells
130(3)
5.2.2 Features of Bubble Dynamics and Their Effect on Shells
133(2)
5.3 Extreme Wave Phenomena in the Hydro-Gas-Elastic System
135(4)
5.4 Effects of Boiling of Liquids Within Rarefaction Waves on the Transient Deformation of Hydroelastic Systems
139(4)
5.5 A Method of Solving Transient Three-Dimensional Problems of Hydroelasticity for Cavitating and Boiling Liquids
143(12)
5.5.1 Governing Equations
143(2)
5.5.2 Numerical Method
145(2)
5.5.3 Results and Discussion
147(8)
Chapter 6 Interaction of Extreme Underwater Waves with Structures
155(28)
6.1 Fracture and Cavitation Waves in Thin-Plate/Underwater Explosion System
155(4)
6.2 Fracture and Cavitation Waves in Plate/Underwater Explosion System
159(4)
6.3 Generation of Cavitation Waves after Tank Bottom Buckling
163(3)
6.4 Transient Interaction of a Stiffened Spherical Dome with Underwater Shock Waves
166(8)
6.4.1 The Problem and Method of Solution
166(3)
6.4.2 Numeric Method of Problem Solution
169(1)
6.4.3 Results of Calculations
170(4)
6.5 Extreme Amplification of Waves at Vicinity of the Stiffening Rib
174(3)
References
177(6)
Part III Counterintuitive Behavior of Structural Elements after Impact Loads
Chapter 7 Experimental Data
183(24)
7.1 Introduction and Method of Impact Loading
183(4)
7.2 CIB of Circular Plates: Results and Discussion
187(6)
7.3 CIB of Rectangular Plates and Shallow Caps
193(14)
7.3.1 Discussion of CIB of Shallow Caps
194(6)
7.3.2 Cap/Permeable Membrane System
200(3)
7.3.3 CIB of Panels
203(4)
Chapter 8 CIB of Plates and Shallow Shells: Theory and Calculations
207(28)
8.1 Distinctive Features of CIB of Plates and Shallow Shells
207(10)
8.1.1 Investigation Techniques
207(3)
8.1.2 Results and Discussion: Plates, Spherical Caps, and Cylindrical Panels
210(7)
8.2 Influences of Atmosphere and Cavitation on CIB
217(13)
8.2.1 Theoretical Models
219(5)
8.2.2 Calculation Details
224(1)
8.2.3 Results and Discussion
225(5)
References
230(5)
Part IV Extreme Waves Excited by Impact of Heat, Radiation, or Mass
Chapter 9 Forming and Amplifying of Heat Waves
235(14)
9.1 Linear Analysis - Influence of Hyperbolicity
235(3)
9.2 Forming and Amplifying Nonlinear Heat Waves
238(4)
9.3 Strong Nonlinearity of Thermodynamic Function as a Cause of Formation of Cooling Shock Wave
242(6)
Conclusions
248(1)
Chapter 10 Extreme Waves Excited by Radiation Impact
249(48)
10.1 Impulsive Deformation and Destruction of Bodies at Temperatures below the Melting Point
250(10)
10.1.1 Thermoelastic Waves Excited by Long-Wave Radiation
250(1)
10.1.2 Thermoelastic Waves Excited by Short-Wave Radiation
250(3)
10.1.3 Stress and Fracture Waves in Metals During Rapid Bulk Heating
253(3)
10.1.4 Optimization of the Outer Laser-Induced Spalling
256(4)
10.2 Effects of Melting of Material under Impulse Loading
260(7)
10.2.1 Mathematical Model of Fracture under Thermal Force Loading
260(3)
10.2.2 Algorithm and Results
263(4)
10.3 Modeling of Fracture, Melting, Vaporization, and Phase Transition
267(12)
10.3.1 Calculations: Effects of Temperature
270(3)
10.3.2 Calculations: Effects of Vaporization
273(4)
10.3.3 Calculations: Effect of Vaporization on Spalling
277(2)
10.4 Two-Dimensional Fracture and Evaporation
279(3)
10.5 Fracture of Solid by Radiation Pulses as a Method of Ensuring Safety in Space
282(14)
10.5.1 Introduction
282(3)
10.5.2 Mathematical Formulation of the Problem
285(2)
10.5.3 Calculation Results and Comparison with Experiments
287(3)
10.5.4 Special Features of Fracture by Spalling
290(3)
10.5.5 Efficiency of Laser Fracture
293(2)
10.5.6 Discussion and Conclusion
295(1)
Conclusion
296(1)
Reference
296(1)
Chapter 11 Melting Waves in Front of a Massive Perforator
297
11.1 Experimental Investigation
297(3)
11.2 Numerical Modeling
300(1)
11.3 Results of the Calculation and Discussion
301(1)
References
302
Index
30
Shamil U. Galiev obtained his Ph.D. degree in Mathematics and Physics from Leningrad University in 1971, and, later, a full doctorate (ScD) in Engineering Mechanics from the Academy of Science of Ukraine (1978). He worked in the Academy of Science of former Soviet Union as a researcher, senior researcher and department chair from 1965 to 1995. From 1984 to 1989 he served as a Professor of Theoretical Mechanics in the Kiev Technical University, Ukraine. Since 1996 he has served as Professor, Honorary Academic of the University of Auckland, New Zealand. Dr. Galiev has published approximately 90 scientific publications, and is the author of seven books devoted to different complex wave phenomena. From 1965-2014 he has studied different engineering problems connected with dynamics and strength of submarines, rocket systems, and target/projectile (laser beam) systems. Some of these results were published in books and papers. During 1998-2017 he did extensive research and publication in the area of strongly nonlinear effects connected with catastrophic earthquakes, giant ocean waves and waves in nonlinear scalar fields. Overall, Dr. Galievs research has covered many areas of engineering, mechanics, physics and mathematics.