
Introduction to Impact Dynamics
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This book introduces readers to the dynamic response of structures with important emphasis on the material behavior under dynamic loadings. It utilizes theoretical modelling and analytical methods in order to provide readers with insight into the various phenomena. The content of the book is an introduction to the fundamental aspects, which underpin many important industrial areas. These areas include the safety of various transportation systems and a range of different structures when subjected to various impact and dynamic loadings, including terrorist attacks.
Presented in three parts--Stress Waves in Solids, Dynamic Behaviors of Materials Under High Strain Rate, and Dynamic Response of Structures to Impact and Pulse Loading--Introduction to Impact Dynamics covers elastic waves, rate dependent behaviors of materials, effects of tensile force, inertial effects, and more. The book also features numerous case studies to aid in facilitating learning. The strength of the book is its clarity, balanced coverage, and practical examples, which allow students to learn the overall knowledge of impact dynamics in a limited time whilst directing them to explore more advanced technical knowledge and skills.
* Considers both the dynamic behavior of materials and stress waves, and the dynamic structural response and energy absorption, emphasizing the interaction between material behavior and the structural response
* Provides a comprehensive description of the phenomenon of impact of structures, containing both fundamental issues of wave propagation and constitutive relation of materials, and the dynamic response of structures under impact loads
* Based on the authors' research and teaching experience as well as updated developments in the field
Introduction to Impact Dynamics is the perfect textbook for graduate and postgraduate students, and will work as a reference for engineers in the fields of solid mechanics, automotive design, aerospace, mechanical, nuclear, marine, and defense.
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Persons
T.X. Yu, PhD, is Professor Emeritus at the Department of Mechanical Engineering, The Hong Kong University of Science and Technology, Hong Kong.
XinMing Qiu, PhD, is Professor at the School of Aerospace Engineering, Tsinghua University, Beijing, China.
Content
Preface xi
Introduction to Impact Dynamics xiii
Part 1 Stress Waves in Solids 1
1 Elastic Waves 3
1.1 Elastic Wave in a Uniform Circular Bar 3
1.1.1 The Propagation of a Compressive Elastic Wave 3
1.2 Types of Elastic Wave 6
1.2.1 Longitudinal Waves 6
1.2.2 Transverse Waves 7
1.2.3 Surface Wave (Rayleigh Wave) 7
1.2.4 Interfacial Waves 8
1.2.5 Waves in Layered Media (Love Waves) 8
1.2.6 Bending (Flexural) Waves 8
1.3 Reflection and Interaction of Waves 9
1.3.1 Mechanical Impedance 9
1.3.2 Waves When they Encounter a Boundary 10
1.3.3 Reflection and Transmission of 1D Longitudinal Waves 11
Questions 1 17
Problems 1 18
2 Elastic-Plastic Waves 19
2.1 One-Dimensional Elastic-Plastic Stress Wave in Bars 19
2.1.1 A Semi-Infinite Bar Made of Linear Strain-Hardening Material Subjected to a Step Load at its Free End 21
2.1.2 A Semi-Infinite Bar Made of Decreasingly Strain-Hardening Material Subjected to a Monotonically Increasing Load at its Free End 22
2.1.3 A Semi-Infinite Bar Made of Increasingly Strain-Hardening Material Subjected to a Monotonically Increasing Load at its Free End 23
2.1.4 Unloading Waves 25
2.1.5 Relationship Between Stress and Particle Velocity 26
2.1.6 Impact of a Finite-Length Uniform Bar Made of Elastic-Linear Strain-Hardening Material on a Rigid Flat Anvil 28
2.2 High-Speed Impact of a Bar of Finite Length on a Rigid Anvil (Mushrooming) 31
2.2.1 Taylor's Approach 31
2.2.2 Hawkyard's Energy Approach 36
Questions 2 38
Problems 2 38
Part 2 Dynamic Behavior of Materials under High Strain Rate 39
3 Rate-Dependent Behavior of Materials 41
3.1 Materials' Behavior under High Strain Rates 41
3.2 High-Strain-Rate Mechanical Properties of Materials 44
3.2.1 Strain Rate Effect of Materials under Compression 44
3.2.2 Strain Rate Effect of Materials under Tension 44
3.2.3 Strain Rate Effect of Materials under Shear 47
3.3 High-Strain-Rate Mechanical Testing 48
3.3.1 Intermediate-Strain-Rate Machines 48
3.3.2 Split Hopkinson Pressure Bar (SHPB) 53
3.3.3 Expanding-Ring Technique 61
3.4 Explosively Driven Devices 62
3.4.1 Line-Wave and Plane-Wave Generators 63
3.4.2 Flyer Plate Accelerating 65
3.4.3 Pressure-Shear Impact Configuration 66
3.5 Gun Systems 67
3.5.1 One-Stage Gas Gun 67
3.5.2 Two-Stage Gas Gun 68
3.5.3 Electric Rail Gun 69
Problems 3 69
4 Constitutive Equations at High Strain Rates 71
4.1 Introduction to Constitutive Relations 71
4.2 Empirical Constitutive Equations 72
4.3 Relationship between Dislocation Velocity and Applied Stress 76
4.3.1 Dislocation Dynamics 76
4.3.2 Thermally Activated Dislocation Motion 81
4.3.3 Dislocation Drag Mechanisms 85
4.3.4 Relativistic Effects on Dislocation Motion 85
4.3.5 Synopsis 86
4.4 Physically Based Constitutive Relations 87
4.5 Experimental Validation of Constitutive Equations 90
Problems 4 90
Part 3 Dynamic Response of Structures to Impact and Pulse Loading 91
5 Inertia Effects and Plastic Hinges 93
5.1 Relationship between Wave Propagation and Global Structural Response 93
5.2 Inertia Forces in Slender Bars 94
5.2.1 Notations and Sign Conventions for Slender Links and Beams 95
5.2.2 Slender Link in General Motion 96
5.2.3 A Summary of the Methodology 102
5.3 Plastic Hinges in a Rigid-Plastic Free-Free Beam under Pulse Loading 102
5.3.1 Dynamic Response of Rigid-Plastic Beams 102
5.3.2 A Free-Free Beam Subjected to a Concentrated Step Force 104
5.3.3 Remarks on a Free-Free Beam Subjected To A Step Force At Its Midpoint 108
5.4 A Free Ring Subjected to a Radial Load 109
5.4.1 Comparison between a Supported Ring and a Free Ring 112
Questions 5 112
Problems 5 112
6 Dynamic Response of Cantilevers 115
6.1 Response to Step Loading 115
6.2 Response to Pulse Loading 120
6.2.1 Rectangular Pulse 120
6.2.2 General Pulse 125
6.3 Impact on a Cantilever 126
6.4 General Features of Traveling Hinges 133
Problems 6 136
7 Effects of Tensile and Shear Forces 139
7.1 Simply Supported Beams with no Axial Constraint at Supports 139
7.1.1 Phase I 139
7.1.2 Phase II 142
7.2 Simply Supported Beams with Axial Constraint at Supports 144
7.2.1 Bending Moment and Tensile Force in a Rigid-Plastic Beam 144
7.2.2 Beam with Axial Constraint at Support 146
7.2.3 Remarks 151
7.3 Membrane Factor Method in Analyzing the Axial Force Effect 151
7.3.1 Plastic Energy Dissipation and the Membrane Factor 151
7.3.2 Solution using the Membrane Factor Method 153
7.4 Effect of Shear Deformation 155
7.4.1 Bending-Only Theory 156
7.4.2 Bending-Shear Theory 158
7.5 Failure Modes and Criteria of Beams under Intense Dynamic Loadings 161
7.5.1 Three Basic Failure Modes Observed in Experiments 161
7.5.2 The Elementary Failure Criteria 163
7.5.3 Energy Density Criterion 165
7.5.4 A Further Study of Plastic Shear Failures 166
Questions 7 168
Problems 7 168
8 Mode Technique, Bound Theorems, and Applicability of the Rigid-Perfectly Plastic Model 169
8.1 Dynamic Modes of Deformation 169
8.2 Properties of Modal Solutions 170
8.3 Initial Velocity of the Modal Solutions 172
8.4 Mode Technique Applications 174
8.4.1 Modal Solution of the Parkes Problem 174
8.4.2 Modal Solution for a Partially Loaded Clamped Beam 176
8.4.3 Remarks on the Modal Technique 179
8.5 Bound Theorems for RPP Structures 180
8.5.1 Upper Bound of Final Displacement 180
8.5.2 Lower Bound of Final Displacement 181
8.6 Applicability of an RPP Model 183
Problems 8 186
9 Response of Rigid-Plastic Plates 187
9.1 Static Load-Carrying Capacity of Rigid-Plastic Plates 187
9.1.1 Load Capacity of Square Plates 188
9.1.2 Load Capacity of Rectangular Plates 190
9.1.3 Load-Carrying Capacity of Regular Polygonal Plates 192
9.1.4 Load-Carrying Capacity of Annular Plate Clamped at its Outer Boundary 194
9.1.5 Summary 196
9.2 Dynamic Deformation of Pulse-Loaded Plates 196
9.2.1 The Pulse Approximation Method 196
9.2.2 Square Plate Loaded by Rectangular Pulse 197
9.2.3 Annular Circular Plate Loaded by Rectangular Pulse Applied on its Inner Boundary 201
9.2.4 Summary 204
9.3 Effect of Large Deflection 204
9.3.1 Static Load-Carrying Capacity of Circular Plates In Large Deflection 205
9.3.2 Dynamic Response of Circular Plates with Large Deflection 209
Problems 9 210
10 Case Studies 213
10.1 Theoretical Analysis of Tensor Skin 213
10.1.1 Introduction to Tensor Skin 213
10.1.2 Static Response to Uniform Pressure Loading 213
10.1.3 Dynamic Response of Tensor Skin 217
10.1.4 Pulse Shape 218
10.2 Static and Dynamic Behavior of Cellular Structures 219
10.2.1 Static Response of Hexagonal Honeycomb 221
10.2.2 Static Response of Generalized Honeycombs 223
10.2.3 Dynamic Response of Honeycomb Structures 228
10.3 Dynamic Response of a Clamped Circular Sandwich Plate Subject to Shock Loading 233
10.3.1 An Analytical Model for the Shock Resistance of Clamped Sandwich Plates 234
10.3.2 Comparison of Finite Element and Analytical Predictions 238
10.3.3 Optimal Design of Sandwich Plates 239
10.4 Collision and Rebound of Circular Rings and Thin-Walled Spheres on Rigid Target 241
10.4.1 Collision and Rebound of Circular Rings 241
10.4.2 Collision and Rebound of Thin-Walled Spheres 249
10.4.3 Concluding Remarks 257
References 259
Index 265
Introduction
With the rapid development of all kinds of transport vehicles, the lives lost and high cost of traffic accidents are of serious concern to modern society. The public is becoming increasingly aware of the safe design of components and systems with the objective of minimizing human suffering as well as the financial burdens on society. At the same time, many other issues in modern engineering, e.g., nuclear plants, offshore structures, and safety gear for humans, also require us to understand the dynamic behavior of structures and materials.
Driven by the needs of engineering, the dynamic response, impact protection, crashworthiness, and energy absorption capacity of various materials and structures have attracted more and more attention from researchers and engineers. As a branch of applied mechanics, impact dynamics aims to reveal the fundamental mechanisms of large dynamic deformation and failure of structures and materials under impact and explosive loading, so as to establish analytical models and effective tools to deal with various complex issues raised from applications.
In the classical theories of elasticity and plasticity, usually only static problems are of concern, in which the external load is assumed to be applied to the material or structure slowly, and the corresponding deformation of the material or structure is also slow. The acceleration of material is very small and thus the inertia force is negligible compared with the applied external load; hence the whole deformation process can be analyzed under an equilibrium state.
However, it is known that the material behavior and structural response under dynamic loading are quite different from those under quasi-static loading. In engineering applications, the external load may be intensive and change rapidly with time, termed intense dynamic loading; consequently, the deformation of material or of a structure has to be quick enough under intense dynamic loading. Some examples are given in the following.
The collision of vehicles. Cars, trains, ships, aircraft, and other vehicles may collide with each other or with surrounding objects during accidents. These accidents will lead to the failure or deformation of the structures as well as personnel casualties, resulting in serious economic losses. As the number of cars has rapidly increased in many countries, car accidents have become the number one cause of death in the world. Collisions between ships and collisions between ships and rocks/bridges all cause huge economic loss as well as environmental pollution. Along with the development of high-speed rail transportation, the safety of occupants is also of greater public concern. It is very dangerous if a bird impinges on the cockpit or engine of an airplane, as the relative velocity between bird and airplane could be high even though the speed of the bird is not great. More and more space debris has been produced as a result of human activities, and the relative velocity of space debris to spacecraft can be as high as 10 km/s, so there would be great damage in the case of a collision.
Damage effects of explosive. Buildings, bridges, pipelines, vehicles, ships, aircrafts, and protective structures could be subjected to intensive explosion loading, due to industrial accident, military action, or terrorist attack. Typically, these structures would be suddenly loaded by a shock wave propagating in the air.
The effects of natural disasters. Natural disasters, such as earthquakes, tsunamis, typhoons, floods and so on will produce intensive dynamic loads to structures, e.g., dams, bridges, and high-rise buildings. These intense dynamic loads are likely to cause damage to the structures.
The strong dynamic loads caused by the local rupture of the storage structures. In nuclear power plants or chemical plants, if there is local damage to a pipeline, the jet of high-pressure liquid that would escape from the broken section exerts a lateral reaction force (the blowdown force) on the broken pipe, causing rapid acceleration and large deformation, termed "pipe whip". After local damage, the consequences from a pressure vessel or a dam could be disastrous.
Load of high-speed forming. During a dynamic metal forming process, such as explosive forming and electromagnetic forming, the work-piece is subjected to intensive dynamic loading and deforms rapidly. Similar situations take place in the process of forging or high-speed stamping.
Impact or collision in daily life and sports. For example, falling objects, falling on the ice, collision between moving people, a football or golf ball hitting the head or body with high speed.
All kinds of the above-mentioned problems encountered in engineering or daily life require the understanding and study of the behavior of the solid materials and structures subjected to intensive dynamic loads. First of all, why is the dynamic behavior of materials and structures usually different from the quasi-static behavior? This is the result of three major attributes in mechanics, as briefly illustrated here.
Stress wave propagation in material and structure. When a dynamic load is applied to the surface of a solid, the stress and generalized deformation will propagate in the form of stress wave. If the disturbance is weak, it is an elastic wave; but if the stress level of wave is higher than the yield strength of the material, it will be plastic wave.
Suppose a solid medium has a characteristic scale of L, and the wave speed of its material is c. It is subjected to an external dynamic loading that has a characteristic time tc, e.g., the time period for the external load to reach its maximum value or time duration of the impulse. If , the stress and deformation distribution in this solid are not uniform; hence, the effect of stress wave propagation must be considered. For example, the characteristic scale of the crust is very large, so the effects of earthquake or underground explosion are mainly presented in the form of stress waves.
In a piling machine or a split Hopkinson pressure bar device (SHPB for short - an important experimental technique in studying the dynamic properties of materials; refer to Chapter 3 for more details), the perturbation is along the longitudinal (large scale) direction of a long bar rather than in the radial (small scale) direction. Hence wave reflection, transmission, and dispersion are important factors that need to be analyzed carefully.
By contrast, some other structural components that are widely used in engineering, such as beams, plates, and shells, are usually subjected to lateral loads along their thickness direction, which is the smallest scale direction of the structure. The elastic wave speed in metals is usually in the order of several kilometers per second (e.g., 5.1 km/s for steel). Therefore, in several micro-seconds all the particles in the thickness direction of the structure will be affected by the external disturbance, and then the entire section of structure will be accelerated and then move together. This global motion of the whole cross-sections of the structure is classified as the elastic-plastic dynamic response of the structure; this is discussed in detail in Part 3 of this book. This subsequent global structural response may last several milliseconds or even several seconds, depending on the type of structure and loading, before the structure reaches its maximum deformation.
Because the effective time of stress wave propagation is usually several orders of magnitude smaller than that of the long-term structural response, the total response of the structure can be divided into two decoupled separate stages. That is, in the analysis of wave propagation, the structure is assumed to remain in its original configuration, which is regarded as the reference frame for geometric relations and equations of motion, while in the analysis of structural response, the early time wave propagation is disregarded and only its global deformation is considered.
Rate-dependency of a material's properties. The material in a solid or structure will deform rapidly under intensive dynamic loading. Depending on the microscopic deformation mechanism, the resistance of material to rapid deformation is generally higher than that to slow deformation, as revealed by numerous experiments on materials. For example, the mechanism of plastic deformation of metals is mainly attributed to the movement of dislocations. The resistance to the dislocation motion will be much higher when the dislocation passes through the metal lattice at a high speed than at a low speed, and this will lead to the higher yield stress and the high flow stress of metals during high-speed deformation.
An important task in the study of dynamic properties of materials is to summarize the effect of strain rate on the stress-strain relationship, based on the experimental data, so as to establish the strain rate-dependent constitutive relation of materials. As the strain history and instantaneous strain rate of the material elements inside a structure vary with position and time, the dynamic constitutive relation has to be simplified to a large extent when it is applied to dynamics analysis of structures.
Inertia effect in structural response. In the analysis of dynamic response of a structure, usually both elastic deformation and plastic deformation exist, and the boundary between elastic-plastic regions changes with time. Therefore, different constitutive relations should be...
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