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Preface |
6 |
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Contents |
8 |
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Abbreviations |
12 |
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Nomenclature |
14 |
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1 The Generation of Elastic Acoustic Emission Waves Due to the Fracture of Solids |
16 |
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1.1 Some Fracture Mechanics Criteria Under Quasi-Static Loading of Materials |
16 |
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1.1.1 Energy Criteria |
19 |
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1.1.2 Force Criteria |
22 |
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1.1.3 Deformation Criteria |
26 |
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1.2 Micro-Cracking of Solids |
28 |
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1.3 Physical Grounds of AE Generation |
29 |
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1.4 Basic Parameters of the AE Signals |
32 |
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1.4.1 Cumulative Count [60] |
33 |
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1.4.2 AE Count Rate [60] |
33 |
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1.4.3 Amplitude Distribution of AES |
34 |
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1.4.4 Spectral and Energy Distribution of AES |
34 |
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1.4.5 Identification of AES by the Waveform Type |
35 |
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1.5 Basic Analytical Dependences Between the Fracture Parameters and the AE Signals |
35 |
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References |
38 |
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2 Propagation of Elastic Waves in Solids |
44 |
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2.1 Types of Elastic Waves |
44 |
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2.1.1 Some General Ideas on Elastic Strain |
44 |
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2.1.2 A Wave Equation for a Solid |
46 |
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2.1.3 Main Ideas of the Wave Process |
47 |
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2.1.4 Spatial Elastic Waves |
50 |
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2.1.5 Rayleigh Surface Wave |
53 |
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2.1.6 Head (Creeping) Wave |
55 |
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2.1.7 Waves at an Interface of Two Media |
56 |
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2.1.8 Waves in Layers and Plates |
57 |
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2.1.9 Waves in Bars |
61 |
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2.1.10 Other Types of Waves |
62 |
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2.2 Some Basic Acoustic Properties of Media |
65 |
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2.2.1 Impedance and Wave Resistance of a Medium |
65 |
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2.2.2 Decay of Elastic Waves |
66 |
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2.2.3 Diffraction of Elastic Waves |
71 |
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2.2.4 Refraction of Elastic Waves |
76 |
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2.3 AE Sources |
76 |
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References |
84 |
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3 Analysis of Acoustic Emission Caused by Internal Cracks |
89 |
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3.1 Nucleation and Sub-critical CRACK Growth |
90 |
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3.1.1 Nucleation of a Mode I Penny-Shaped Crack |
90 |
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3.1.2 Nucleation of a Mode III Penny-Shaped Crack |
97 |
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3.2 Modelling the Sub-critical Crack Growth at Local Areas of Its Contour as a Source of Acoustic Emission Signals |
102 |
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3.3 The Effect of Body Boundaries on AE Signals Caused by the Growth of an Internal Defect |
105 |
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3.4 The Waveguide Effect on the Change of the Parameters of AE Signals |
109 |
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3.5 The Assessment of Surface Displacements Caused by an Internal AE Source |
112 |
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References |
117 |
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4 Some Methodological Foundations for Selecting and Processing AE Signals |
120 |
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4.1 Some General Methodical Guidelines on the Use of the AE Method in the Mechanical Testing of Materials with Cracks |
120 |
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4.2 Technical Aspects of Preparation for AE Tests |
124 |
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4.3 Selection of Informative Parameters of AE Signals |
126 |
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4.4 Simulation of AE Sources |
127 |
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4.5 Simulation of AE Events at the AET Output |
133 |
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4.6 Spectrum of the AE Signals During Macro-crack Growth |
137 |
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4.7 Directional Diagram of AE Radiation During Macro-crack Growth |
143 |
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4.8 Estimation of AE Signals Caused by Propagation of Internal Crack-like Defects |
147 |
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4.9 Methods of the AET Mounting at IO |
152 |
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4.10 Selection of Useful AES During AE Tests |
154 |
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4.10.1 Selection of a Working Frequency Band of AE Facilities |
155 |
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4.10.2 Filtration of AES by Instrumental Facilities |
161 |
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4.10.3 Application of the “Dead Time” Mode |
161 |
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4.10.4 The Kaiser Effect Application |
163 |
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4.10.5 A Method of Spatial Selection of AES |
164 |
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4.10.6 Other Methodical Approaches |
166 |
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References |
167 |
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5 Evaluation of Mechanical Characteristics and Static Crack Growth Resistance of Materials with the Use of Aes |
173 |
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5.1 Identification of the AES Generated During Plastic Zone Growth |
173 |
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5.2 A Method for Evaluating a Macro-Crack Start |
177 |
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5.3 AE Estimation of the Stages of Sub-Critical Crack Propagation |
183 |
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5.3.1 Types of Specimens and Modes of AE Signals Selection |
183 |
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5.3.2 Interpretation of Investigation Results |
186 |
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5.4 Estimation of a Macro-Crack Length Increment and SIF Increase Under Static Loading |
190 |
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5.4.1 Some Theoretical Bases for AE Estimation of Macro-Crack Propagation Parameters |
190 |
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5.4.2 Test Results |
192 |
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5.5 AE Estimation of Strength Characteristics of Structural Materials |
197 |
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5.5.1 Investigation of Concrete Hardening by AE Signals [31] |
197 |
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5.5.2 AE Estimation of AES Amplitudes at a Fracture of Concrete in the Bridge Structure |
206 |
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5.5.3 AE Estimation of Mechanical Characteristics of Steels |
213 |
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5.5.4 AES Generation Under Reinforced Concrete Beam Bending |
219 |
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References |
223 |
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6 Some Aspects of Applying the Acoustic Emission Method |
230 |
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6.1 Specific Features of Long-Term AE Testing of Industrial Objects |
231 |
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6.1.1 Selection of a Frequency Band and AET Placing |
231 |
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6.1.2 Calibration of an AE Testing System |
233 |
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6.1.3 Analysis and Presentation of AE Test Results |
233 |
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6.1.4 Stability of AE Parameters |
234 |
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6.1.5 Classification of AE Sources by Their Activity |
239 |
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6.2 Using the AE Methods for Testing the Offshore Platforms |
244 |
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6.3 Using the AE for Testing the Nuclear Reactors |
247 |
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6.4 Application of AE Method for Estimation of Strength of Pressure Vessels and Pipelines |
251 |
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6.5 AE Inspection of Welded Joints |
254 |
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6.5.1 Verification of Selection of Materials, the Type of Specimens, and an Investigation Method [21] |
256 |
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6.5.2 Results of the AE Research of the Welded Joints and Their Interpretation |
258 |
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6.6 Selective On-Line AE Hydraulic Testing of an Oil Storage Reservoir |
266 |
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6.6.1 Some Methodological Features of AE Testing of a Reservoir |
267 |
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6.6.2 Criteria for Classifying AE Sources |
270 |
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6.6.3 Results of the AE Testing and Their Interpretation |
273 |
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6.7 AE Testing and Diagnostics of Building Structures |
275 |
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6.8 The AE Inspection of Bridges in Ukraine |
278 |
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6.9 Prospects for Further AE Application |
287 |
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References |
289 |
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