Non-Destructive Testing in Civil Engineering 2000
Regular price
164.500 KD
inc. VAT
Couldn't load pickup availability
Table of contents
- Contentsix
- Prefacevii
- PART 1: KEYNOTE PAPERS1
- Chapter 1. Maintenance of Concrete Structures and Application of Non-Destructive Inspection in Japan1
- Chapter 2. Nondestructive Testing for Steel Bridges in Japan13
- Chapter 3. Research in Non-Destructive Testing in Civil Engineering at BAM23
- Chapter 4. Non-Destructive Testing in the UK41
- Chapter 5. High-Resolution Geophysical Methods as NDT for Civil Engineering Applications51
- PART 2: MAGNETIC/ELECTRIC61
- Chapter 6. Experimental Research for Estimating Erection Stress of Steel Bridge Using Magnetic Aniso61
- Chapter 7. Inversion of Borehole Magnetic Survey Data for Estimating the Depth of Pile71
- Chapter 8. Application of the Dielectric Measurement for Non-Destructive Test of Mortar79
- Chapter 9. Highly Accurate Low Frequency Elastic Wave Measurement Using Magnetstrictive Devices87
- Chapter 10. Non-Destructive Localisation of Prestressing Steel Fractures in Post-Tensioned Concrete99
- PART 3: STEEL STRUCTURES109
- Chapter 11. Measurement of Axial-Stress in High Tension Bolts by Acoustoelastic Velocity-Ratio Metho109
- Chapter 12. Fatigue Crack Propagation Monitoring in Steel Structures with Intelligent Systems117
- Chapter 13. Non-Destructive Testing Being Essential Part of the Safety Assessment of Steel Bridges127
- Chapter 14. Detection of Structural Damage by Ambient Vibration Measurement using Laser Doppler Vibr135
- PART 4: INTEGRATED TEST145
- Chapter 15. Radar and Seismic Tomographies on Gypsum Pillars145
- Chapter 16. Investigation on Several Non-Destructive Inspection Methods about Strength Degradation o151
- Chapter 17. Advanced NDT of Reinforced Concrete Members by Ultrasonics and Acoustic Emission161
- Chapter 18. Application of Various Non-Destructive Inspection for Existing Reinforced Concrete Struc171
- PART 5: MOISTURE181
- Chapter 19. Investigation of the Drying Process of Moist Building Materials by Means of Heat Flux De181
- Chapter 20. A Microwave-Sensor for Monitoring the Moisture Content of Concrete191
- Chapter 21. Moisture Measurements in Building Materials with Microwaves199
- Chapter 22. Measurement of the Moisture and Salt Content of Building Materials209
- Chapter 23. A New Microwave Sensor System for Moisture and Salt Content Measurements at Building Mat219
- PART 6: STRENGTH229
- Chapter 24. NDT for Assessing Concrete Strength229
- Chapter 25. New Test Method for Pullout Strength for the Hardend Concrete using Post settled Pullbol239
- Chapter 26. Evaluation of the Strength Characteristics of Building Materials245
- Chapter 27. A Proposal of Control Method on Shotcrete Strength by Pin Penetration Test Using Air Pre253
- Chapter 28. Evaluation of Concrete in Structures with Small Core Specimen263
- PART 7: ACOUSTIC EMISSION273
- Chapter 29. Quantitative Diagnosis of Reinforced Concrete Structures by AE-SiGMA Analysis273
- Chapter 30. Evaluation of Fatigue Damage in Reinforced Concrete Slab by Acoustic Emission283
- Chapter 31. Quantitative Evaluation of Fracture Processes in Concrete by the Use of Improved b-Value293
- PART 8: ULTRASONIC303
- Chapter 32. Ultrasonic Imaging of Concrete Members Using an Array System303
- Chapter 33. Influence of Aggregates on Ultrasonic Elastic Waves Propagation in Concrete313
- Chapter 34. Differential Approach to Ultrasonic Testing of Strength and Homogeneity of Concrete323
- Chapter 35. Measurements of Thickness and Crack Depth in Concrete by Ultrasonic Methods331
- Chapter 36. Basic Study for an Ultrasonic Testing Methods of PC Grouting Condition341
- Chapter 37. Ultrasonic Nondestructive Testing Method for Heavy Plate Butt Welds Using Low Frequency347
- Chapter 38. Simulation for Ultrasonic Evaluation of a Welding Defect in a Thick Plate357
- Chapter 39. The Use of Surface Waves for the Non Destructive Testing of Concrete Structures367
- Chapter 40. Fracture Mechanics Approach to Crack Depth Determined through Ultrasonic Method375
- Chapter 41. Detection of Ultrasonic Pulse Echo through Steel Bar in Concrete Crack Depth Measurement383
- Chapter 42. New Ultrasonic Computerized Tomography Technologies for Nondestructive Testing and Diagn391
- PART 9: VARIOUS TESTS401
- Chapter 43. High Elevation Inspection Vehicle401
- Chapter 44. Analysis of Concrete using LIBS407
- Chapter 45. High Resolution Seismic Imaging as a NDT Tool for the Shallow Subsurface Survey415
- Chapter 46. Determination of Thermophysical Parameters of Building Components and Buildings425
- Chapter 47. Measurement of a Spatial Distribution of Radon Emanations through a Fracture – A New N435
- Chapter 48. Evaluation of Concrete with FRP Sheet under Accelerated Degradation Environments443
- PART 10: IMPACT ECHO453
- Chapter 49. Spectral Imaging of Impact Echo Technique for Grouted Duct in Post-Tensioning Prestresse453
- Chapter 50. Use of a Time-Frequency Analysis Approach in Impact Echo Method Example of Application:463
- Chapter 51. Automated Impact-Echo and Method Improvement: 2- and 3-D Imaging of Concrete Elements471
- PART 11: RADAR481
- Chapter 52. Application of Ground Penetrating Radar for Evaluation of Sub-surface Airfield Pavement481
- Chapter 53. Statewide Bridge Deck Survey Using Ground Penetrating Radar491
- Chapter 54. Using Ground Penetrating Radar to Evaluate Pavement Structures499
- Chapter 55. GPR Calibration Facility509
- Chapter 56. Dielectric Properties of Concrete and Their Influence on Radar Testing519
- Chapter 57. Radar Investigations of Historical Structures529
- Chapter 58. Estimation of Thickness and Width of Void under Concrete Slab using Radar Image Processi539
- Chapter 59. Evaluation of Concrete Strength using Radar Method on Structures549
- Chapter 60. Radar Technique for Detecting Voids under Concrete Pavement559
- Chapter 61. GPR Experiments Using Small Tub and Application for Determining Fracture567
- Chapter 62. Detection of Steel Reinforcing Bars Inside Concrete Using Radar577
- PART 12: QUALITY583
- Chapter 63. In-Situ Strength Assessment of Concrete – The European Concrete Frame Building Project583
- Chapter 64. Identification of Convective Heat Transfer Coefficient from Field Test593
- Chapter 65. A Quality Control Method of Thick Embankment by a Failing Weight Test605
- PART 13: CORROSION/COVER615
- Chapter 66. Compensated Half-Cell Potential Technique for NDE of Rebar Corrosion615
- Chapter 67. Environmental Influences on Linear Polarisation Corrosion Rate Measurement in Reinforced625
- Chapter 68. A Rapid Field Testing Method for Chloride Ion Content in Concrete using Drilled Powder637
- Chapter 69. Macrocell Sensor Systems for Monitoring of the Corrosion Risk of the Reinforcement in Co647
- Chapter 70. Method of Test for Neutralization Depth of Concrete in Structure with Drilling Powder661
- Chapter 71. Estimation Method of Corroded Portion of Reinforcing Steel Bar by Natural Potential Meas671
- Author Index679
- Keyword Index681
The first international symposium on NDT-CE (Non-Destructive Testing in Civil Engineering) was held in Berlin, Germany in 1991. Successive symposia were held throughout Europe until 1997. This, the 5th symposium is organized as SEIKEN SYMPOSIUM No. 26, and is sponsored by the Institute of Industrial Science, at the University of Tokyo, Japan.
Original objectives of the NDT-CE symposium have been to provide an opportunity for discussing current issues and future perspectives of NDT and for promoting mutual understanding among engineers and researchers.
Asia is one of the key regions for further development in NDT and this symposium in Japan will be a good opportunity not only to exchange technical information on NDT, but to promote worldwide friendship between engineers in Asian countries and other nations of the world. This volume contains 70 papers providing the most recent research results and findings. The papers are grouped under the following areas: (1) keynote papers, (2) magnetic / electric, (3) steel structures, (4) integrated test, (5) moisture, (6) strength, (7) acoustic emission, (8) various tests, (9) ultrasonic, (10) impact echo, (11) radar, (12) quality and (13) corrosion / cover.