 |
Plenary 1 | NDT Methods for the inspection of highway structures | J. Naumann*, P. Haardt** *Federal Ministry of Transport, Building and Housing, Bonn (GER); **Federal Highway Research Institute, Bergisch Gladbach (GER)
|  | Recent Developments in Civil Engineering NDT in the UK | J.H. Bungey University of Liverpool, Liverpool (UK)
|  | Improvement and Application of NDT Methods in Civil Engineering in the Frame of a Collaborative Research Project funded by the German Research Society | H.-W. Reinhardt, C.U. Grosse University of Stuttgart (GER)
| Materials 1 | Electrical conductivity measurements to characterize the setting and hardening of mortars | W. Brameshuber, T. Brockmann IBAC, RWTH Aachen (GER)
|  | Relationship between porosity, permeability and ultrasonic parameters in sound and damaged mortar | M. Goueygou*, Z. Lafhaj**, M. Kaczmarek*** *IEMN, Ecole Centrale de Lille, Villeneuve d´Ascq (F); **LML , Ecole Centrale de Lille, Villeneuve d´Ascq (F); ***Institute of Environmental Mechanics, Bydgoszcz University (Poland)
|  | Identification of Reinforced in Concrete by Electro-Magnetic Methods | T. Uomoto**, M. Ohtsu*, H. Ikenaga***, H. Tanano****, H. Hamasaki****, K. Kishi*****, A. Yoshimura****** *Kumamoto University, Kumamoto (J); **University of Tokyo (J); ***Chiba Institute of Technology, Chiba (J); ****Building Research Institute, Ibaraki (J); *****Japan Testing Center for Construction Materials, Saitama (J); ******Komatsu Engineering Co, Ltd., Kawasaki (J)
|  | Elastic Properties of Reactive Powder Concrete | G. Washer*, P. Fuchs**, B. Graybeal*** *Federal Highway Administration, McLean, VA (USA); **Fuchs Consulting, Inc., McLean, VA (USA); ***PSI, Inc., McLean, VA (USA)
| Optical Methods | The use of laser-interferometry (ESPI) in analysis of reinforced concrete structures | J. Hegger*, S. Görtz**, J. Niewels* *IMB, RWTH Aachen (GER); **Zerna, Köpper & Partner Ingenieurgesellschaft für Bautechnik, Bochum (GER)
|  | Analysis of the crack characteristics under shear load of reinforced concrete structures by using photogrammetry | J. Hegger*, S. Görtz**, F. Häusler* *IMB, RWTH Aachen (GER); **Zerna, Köpper & Partner Ingenieurgesellschaft für Bautechik, Bochum (GER)
|  | Strain Analysis of solid wood and glued laminated timber constructions by close range photogrammetry | B. Franke, S. Hujer, K. Rautenstrauch Bauhaus-University Weimar (GER)
|  | Laser-induced breakdown spectroscopy for on-site determination of chloride in concrete | G. Wilsch, D. Schaurich, F. Weritz, H. Wiggenhauser BAM Berlin (GER)
| Sonic Methods 1 | Data for inspecting concrete using non-contact sensors | J.S. Popovics, J. Zhu The University of Illinois, Urbana, IL (USA)
|  | Nondestructive Evaluation of Prestressed Concrete Bridges using Impulse Response | A.G. Davis*, C.G. Petersen** *Construction Technology Laboratories, Inc., Skokie, IL (USA); **Germann Instruments A/S, Copenhagen (DK)
|  | The application of laser techniques in the non-contacting excitation and recording of sound waves | W. Erfurt, W. Köhler, J. Stark Bauhaus-Universität, F.A. Finger-Institut für Baustoffkunde, Weimar (GER)
|  | Estimation of Concrete Properties by Elastic-Wave-Method | M. Ohtsu*, T. Yoshiara**, M. Uchida***, H. Saeki****, S. Iwata**** *Kumamoto University, Kumamoto (J); **Nondestructive Inspection Co. Ltd. (J); ***Taiheiyo Cement Corp. Ltd. (J); ****Federation of Construction Materials Industries (J)
| Materials 2 | Nonlinear nondestructive methods of evaluating strength of concrete | I. Shkolnik*, H. Aktan*, R. Birgul** *Wayne State University, Detroit, MI (USA); **Mugla University, Mugla (Turkey)
|  | Permeability of Concrete: A Study intended for the "In Situ" Valuation Using Portable Instruments and Traditional Techniques | A.M. Gomes*, J. Oliveira Costa*, H. Albertini**, J.E. Aguiar*** *Universidade Federal de Minas Gerais, Belo Horizonte (Brazil); **Msc. Politechnico di Milano (Italy); ***Civil Engineer (Brazil)
|  | Nondestructive Monitoring of Setting and Hardening of Portland Cement Mortar with Sonic Methods | T. Voigt, S.P. Shah Northwestern University, Evanston, IL (USA)
|  | Dielectric Relaxation Spectroscopy to Investigate Structured Water in Mortar | M. Asano*, N. Miura*, S. Sudo*,Y. Hayashi*, N. Shinyashiki*, S. Yagihara*, M. Shiotsubo**, Y. Kato***, T. Uomoto***, M. Arino****, T. Tokunaga****, K. Noto****, S. Tsuda****, W. Kimura**** *Tokai University, Hiratsuka (J); **Komatsu Engineering Corporation, Kawasaki (J); ***University of Tokyo (J); ****Tokyo Development Society for Non-Destructive Testing in Road Structures, Tokyo (J)
| Radiography, Imaging | Location of Reinforcement in Structures by Different Methods of Gamma-Radiographic | B. Redmer*, A. Likhatchev**, F. Weise*, U. Ewert* *BAM Berlin (GER); **Institute of Theoretical and Applied Mechanics of Russian Academy of Sciences (RUS)
|  | Use of the MegascanTM Imaging Process in Inspection Systems for Post-Tensioned Bridges and other Major Structures | K.D. Brown*, J. St. Leger** *Materials Measurements Ltd., Surrey (UK); **Atkins Highway and Transportation, Cambridge (UK)
|  | Nondestructive Evaluation of Embedded Structures in Concrete: Modeling and Imaging | K. Mayer*, A. Zimmer*, K.J. Langenberg*, C. Kohl**, C. Maierhofer** *University of Kassel (GER); **BAM Berlin (GER)
|  | 3D-Visualisation of NDT-Data using Data Fusion Technique | C. Kohl*, M. Krause*, C. Maierhofer*, K. Mayer**, J. Wöstmann**, H. Wiggenhauser* *BAM Berlin (GER); **University of Kassel (GER)
| Sonic Methods 2 | Crosshole Sonic Logging and Velocity Tomography Imaging of Drilled Shaft Foundation | D.A. Hollema, L.D. Olson Olson Engineering, Inc., Wheat Ridge, CO (USA)
|  | Optimizing Opening of PCC Pavements Using Integrated Seismic Lab and Field Tests | D. Yuan*, S. Nazarian*, N. Gucunski** *University of Texas at El Paso, TX (USA); **Rutgers University, Piscataway, NJ (USA)
|  | Concept for a reference pile testing site for the development and improvement of NDT-CE | E. Niederleithinger, A. Taffe BAM Berlin (GER)
|  | Ultrasonic Cross Hole Testing of Deep Foundations - 3D imaging | R. Stain, Y. Volkovoy Testconsult Ltd., Warrington (UK)
| Plenary 2 | Utilization of NDI to Inspect Internal Defects in Reinforced Concrete Structures | T. Uomoto University of Tokyo (J)
|  | Computer Simulation of Ultrasonic Non-Destructive Testing of Concrete using the Elastodynamic Finite Integration Technique (EFIT) | R. Marklein, K. Mayer, P. Ampha, K.J. Langenberg University of Kassel (GER)
|  | Non Destructive Assessment of Damaged Reinforced Concrete Structures: From Needs to Answers. A National State of the Art | D. Breysse*, O. Abraham** *Université de Bordeaux, Talence Cedex (F); **L.C.P.C., Bouguenais (F)
| Moisture | Using Conductivity to Determine the Location of Moisture in a Masonry Arch Bridge | M. Clark*, M.C. Forde** *TRL, Crowthorne (UK); **University of Edinburgh (UK)
|  | Non destructive evaluation of concrete moisture by GPR technique: experimental study and direct modelling | S. Laurens*, J.-P. Balayssac*, J.E. Rhazi**, G. Klysz*, G. Arliguie *Laboratory Materials and Durability of Constructions, Toulouse Cedex (F); **Sherbrooke University, Sherbrooke (CAN)
|  | On-line Monitoring of Water Amount in Fresh Concrete by Radioactive-Wave Method | T. Kemi*, M. Arai**, S. Enomoto***, K. Suzki****, Y. Kumahara***** *Monotsukuri University (J); **General Building Research Corporation of Japan (J); ***National Union of Transporting Pressurized Concrete; ****National Federation Ready-Mixed Concrete Industrial Associations; *****Soil and Rock Engineering Co. Ltd.
|  | A Novel Combination of NDT-methods for Assessment of Moisture Conditions in Structural Members - a Case Study of the Berlin Zeughaus | F. Weise, D. Schaurich BAM Berlin (GER)
| Monitoring | Monitoring of concrete structures on ASR: a "smart structure" project expansion | J. Bakker, F. Postema Ministry of Transport, Public Works and Water Management, Utrecht (NL)
|  | The Use of Acoustic Monitoring to Manage Concrete Structures | P.O. Paulson*, M. de Wit** *Pure Technologies Ltd; *Advitam, Vilvoorde (B)
|  | The experimental research on the health monitoring of the concrete structures using optical fiber sensor | F. Katsuki, T. Yajima Shibaura Institute of Technology, Minato-ku, Tokyo (J)
|  | Technology for Quality Assurance of New Pavement Thickness | K. Maser*, T.J. Holland**, R. Roberts***, J.S. Popovics**** *Infrasense, Arlington , MA (USA); **California DOT, Sacramento, CA (USA); ***Geophysical Survey Systems, North Salem, NH (USA); ****The University of Illinois, Urbana, IL (USA)
| Impact Echo | Geometrical Effects on Impact-Echo Testing of Finite Concrete Specimens | F. Schubert*, R. Lausch (†)**, H. Wiggenhauser** *Fraunhofer IZFP-EADQ, Dresden (GER); **BAM Berlin (GER)
|  | Impact Acoustic Methods for defect evaluation in concrete | M. Asano*, T. Kamada*, M. Kunieda*, K. Rokugo*, J. Kodama** *Gifu University, Gifu (J); **Showa Concrete Industry Co. Ltd., Gifu (J)
|  | Impact Echo Scanning Technology for Internal Grout Condition Evaluation in Post-Tensioned Bridge Ducts | Y. Tinkey*, L.D. Olson*, R. Bedon**, C. Lieberle** *Olson Engineering, Wheat Ridge, Colorado (USA); **DYWIDAG-System International (GER)
|  | Impact-echo: New developments regarding Hardware and Software | M. Motz* , M. Krüger**, C.U. Große**, P. Haller*, R. Beutel** *develogic, Gerlingen (GER); **University of Stuttgart (GER)
| Structures 1 | Contribution of coupling non-destructive methods for the diagnosis of concrete structures | F. Buyle-Bodin*, A. Ammouche**; J.-L. Garciaz** *University of Lille, Villeneuve d´Ascq (F); ** LERM, Arles Cedex (F)
|  | Development of Inspection Software for Deteriorated Concrete Structures | H. Kanada*, H. Yamashita**, T. Shimizu***, T. Uomoto* *The University of Tokyo (J); **Hazama Corporation (J); ***CTI Engineering Co., Ltd. (J)
|  | Analysis and assessment of deteriorating concrete bridges using fuzzy set theory | T. Lücken, F. Stangenberg Ruhr-Universität Bochum (GER)
|  | A microwave interferometer with imaging capability for remote measurements of building displacements | M. Pieraccini*, G. Luzi*, D. Mecatti*, M. Fratini*, L. Noferini*, C. Atzeni*, L. Carissimi**,G. Franchioni** *University of Florence (Italy); **Enel-Hydro S.p.A., Seriate (Italy)
| Corrosion | GPM-Portable Equipment for Determination of Corrosion Stage of Concrete Structures - Laboratory and On-Site Experiences | R. Bäßler*, A. Burkert*, T. Frolund** *BAM Berlin (GER); **Germann Instruments, Copenhagen (DK)
|  | Electrochemical Corrosion Rate Measurement Using Modulated Confinement of the Current. Calibration of this Method by Gravimetrics Losses | C. Andrade, I. Martínez Instituto Eduardo Torroja De Ciencias De La Construcción, Madrid (E)
|  | The ec-pen in quality control: Determining the corrosion resistance of stainless steel on-site | M. Büchler, C.-H. Voute, D. Bindschedler, F. Stalder Swiss Society for Corrosion Protection (SGK), Zurich (Switzerland)
|  | A multi-dipole mobile array for the non-destructive evaluation of pavement and concrete infrastructures: a feasability study | M. Chouteau*, S. Vallières**, E. Toe** *Ecole Polytechnique-CERCA, Montreal (CAN); **Ecole Polytechnique, Montreal (CAN)
| Ultrasonic 1 | Ultrasonic imaging of concrete elements: State of the art using 2D synthetic aperture | M. Krause*, F. Mielentz*, B. Milmann*, D. Streicher*, W. Müller** *BAM Berlin (GER); **Fraunhofer IZFP, Saarbrücken (GER)
|  | Assessment of deteriorated concrete cover by high frequency ultrasonic waves | A. Fnine*, M. Goueygou**, F. Buyle-Bodin*, B. Piwakowski** *LML, University of Lille, Villeneuve d´Ascq (F); **Ecole Centrale de Lille, Villeneuve d´Ascq (F)
|  | Study of phased array techniques for cracks characterization in concrete structures | O. Paris*, P. Brédif*, O. Roy*, J.M. Rambach**, G. Nahas** *Commissariat à l´Energie Atomique, Saclay (F); **Institut de Radioprotection et de Sureté Nucleáire (F)
|  | Non-Contact Ultrasonic Interrogation of Concrete | J. Berriman, T.H. Gan, D.A. Hutchins, P. Purnell University of Warwick, Coventry (UK)
| Structures 2 | Bridge Diagnostics by Field Testing (Verification of Girder Distribution Factors and Dynamic Load Factors) | J. Eom, A.S. Nowak University of Michigan, Ann Arbor, MI (USA)
|  | The Life-Time Load History of a Concrete Structure - Determined by Ultrasound Reflection Technique | O. Kroggel Technical University Darmstadt (GER)
|  | Non destructive health evaluation of concrete bridge decks by GPR and half cell potential techniques | J.E. Rhazi*, O. Dous*, G. Ballivy*, S. Laurens*/**, J.-P. Balayssac** *Université de Sherbrooke (CAN); **LMDC, INSA, Toulouse (F)
|  | NDT used in the Netherlands - From a principal point of view | F. Postema, A. van Beek Ministry of Transport, Public Works and Water Management, Utrecht (NL)
| Electrical Methods | Sensitivity to crack parameters of two non destructive techniques: Electrical resistivity measurements and acoustic methods | J.-F. Lataste, O. Abraham, D. Breysse, C. Sirieix Université de Bordeaux, Talence cedex (F)
|  | Spectral Induced Polarization - a tool for non-destructive testing of soils and building materials | E. Niederleithinger BAM Berlin (GER)
|  | Practical Applications of NMR in Civil Engineering | B. Wolter, F. Kohl, N. Surkova, G. Dobmann Fraunhofer IZFP, Saarbrücken (GER)
| Ultrasonic 2 | Progress in Ultrasonic SAFT-Imaging of Concrete | M. Schickert MFPA, Bauhaus-University Weimar (GER)
|  | Recent Progress in Scanning Laser Detection of Pulse-Echo Ultrasound in Concrete | B. Köhler Fraunhofer IZFP-EADQ, Dresden
|  | Propagation of Ultrasound in Concrete - Spatial Distribution and Development of the Young´s Modulus | T. Öztürk, O. Kroggel, P. Grübl Technical University Darmstadt (GER
|  | Ultrasonic Low-Frequency Short-Pulse Transducers with Dry Point Contact. Development and Application | V.G. Shevaldykin, A.A.Samokrutov, V.N. Kozlov Acoustic Control Systems Ltd., Association "SPECTR-GRUPP", Moscow (RUS)
| Plenary 3 | NDT at the Technical University of Berlin for Complex Problem orientated Assessment of Structures | B. Hillemeier, H. Scheel Technical University Berlin (GER)
|  | Non-destructive testing methods at BAM for damage assessment and quality assurance in civil engineering | C. Maierhofer, E. Niederleithinger, M. Krause, H. Wiggenhauser BAM Berlin (GER)
|  | Experimental Safety Evaluation of Concrete and Masonry Bridges | M. Gutermann*, V. Slowik**, K. Steffens* *Hochschule Bremen (GER); **HTWK Leipzig (GER)
| Onsiteformasonry | Onsiteformasonry - A European Research Project: On-site investigation techniques for the structural evaluation of historic masonry | C. Maierhofer, A. Ziebholz, C. Köpp BAM Berlin (GER)
|  | New tomographic techniques (micro-seismical and geoelectrical) for the non-destructive testing on masonry structures | M. Marchisio, L. D´Onofrio, A. De Falco, L. Frediani, F. Guidoni Università de Pisa (Italy)
|  | Use of Sonic Tomography for the Diagnosis and the Control of Intervention in Historic Masonry Buildings | F. da Porto, M.R. Valluzzi, C. Modena University of Padova, Padova (Italy)
|  | Acquisition and processing requirements for high quality 3D reconstructions from GPR investigations | M. Lualdi, L. Zanzi, L. Binda Politecnico di Milano (I)
|  | Mechanical Behaviour of Brickwork Masonry Under Tensile/Shear Loading | J.C. Gálvez, E. Reyes, M.J. Casati, B.S. Tork E.T.S. Ingenieros de Caminos, Universidad Castilla La Mancha, Ciudad Real (E)
| Radar 1 | Non-destructive-testing of traffic-infrastructure using GPR | J. Hugenschmidt EMPA, Dübendorf (Switzerland)
|  | Development of an Utility Finding Impulse Radar | T. Kind, I. Krause, C. Maierhofer BAM Berlin (GER)
|  | Non-invasive ground penetrating radar in the NDT of the foundations of the Cathedral of the Blessed Sacrament, Christchurch, New Zealand | D.C. Nobes*, T.J. Sikma** *University of Canterbury, Christchurch (New Zealand); **Lincoln Environmental, Christchurch (New Zealand)
|  | Determination of dielectric properties of insitu concrete at radar frequencies | J. Davis*, S.G. Millard**, Y. Huang*, J.H. Bungey** *University of Liverpool, Dept. of Electrical Engineering & Electronics (UK); **University of Liverpool, Dept. of Civil Engineering (UK)
|  | A High Frequency Penetrating Radar for Masonry Investigation | D. Mecatti, M. Pieraccini, G. Luzi, L. Noferini, C. Atzeni University of Florence (Italy)
| Thermography | Investigation of concrete structures with Pulse Phase Thermography | F. Weritz, G. Wedler, A. Brink, M. Röllig, C. Maierhofer, H. Wiggenhauser BAM Berlin (GER)
|  | Association of Infrared-thermography and thermal impedance applied to the detection of empty spaces under concrete slabs | C. Ostrowski, E. Antczak, D. Defer, B. Duthoit LAMH, MIT, Faculté des Sciences Appliqueés, Bethune (F)
|  | Application of Thermography and Ultra-Sounds for Wall Anomalies Diagnosis - A Laboratory Research Study | C. Pina Santos, L. Matias, A.C. Magalhaes, M. Rosario Veiga National Laboratory of Civil Engineering (LNEC), Lisbon (Portugal)
|  | Passive Infrared Thermography as Inspection and Observation Tool in Bridge and Road Construction | M. Stimolo EMPA, Dübendorf (Switzerland)
|  | Infrared Thermography Assessment of Masonry Arch Bridges Laboratory and Field Case Studies | M. Clark*, M.C. Forde** *TRL, Crowthorne (UK); **University of Edinburgh (UK)
| Quality Control | Non-Destructive Evaluation of FRP-Confined Concrete Using Microwaves | O. Buyukozturk, J. Park, C. Au Massachusetts Institute of Technology, Cambridge, MA (USA)
|  | Process development for the quality assurance of concrete-embedded tracks using non-destructive testing methods | A. Gardei*, K. Mittag*, H. Wiggenhauser*, B. Ripke**, M. Jovanovic** *BAM Berlin (GER); **Deutsche Bahn, München (GER)
|  | New developments in quality control of concrete using ultrasound | C.U. Große, H.-W. Reinhardt University of Stuttgart (GER)
|  | Development testing requirements and evaluation non-destructive testing (NDT) methods for assessment - age-related degradation of concrete containments in the nuclear power plants | E. Osterberg*, G. Muravin** *Swedish Nuclear Power Inspectorate, Stockholm (S); **Margan Physical Diagnostics Ltd, Netanya (Israel)
| Radar 2 | GPR for Infrastructure Imaging | A.P. Annan Sensors & Software Inc., Mississauga (CAN)
|  | A portable step-frequency radar for the non-destructive visualization of building constructions | N. Lubetsky*, V. Mikhnev*/**, A. Palto* *Institute of Applied Physics, National Academy of Sciences Belarus, Minsk (Belarus); **Helsinki University of Technology, Radio Laboratory/SMARAD, Espoo (FIN)
|  | Timber Girder Inspection using Ground Penetrating Radar | W. Muller Queensland Department of Main Roads, Brisbane (Australia)
|  | Radar and SEWREEL Testing of Buried Drains and Sewers | B. Whiteley Coffey Geosciences Pty. Ltd., Sydney (Australia)
| Pavement | Comprehensive Mechanistic-based Quality Control of Flexible Pavements with NDT Methods | S. Nazarian, D. Yuan The University of Texas at El Paso, TX (USA)
|  | Capacitance Sounding: a New Geophysical Method for Asphalt Pavement Quality Evaluation | Y. Dashevsky*, M. Filkovsky**, V. Synakh*** *Institute of Geophysics SB RAS, Novosibirsk (RUS); **GLIF Engineering Device Ltd., Novosibirsk (RUS); ***Institute of Computational Mathematics and Mathematical Geophysics SB RAS, Novosibirsk (RUS)
|  | A Non-Destructive Impulse Hammer for Evaluating the Bond between Asphalt Layers in a Road Pavement | C. Sangiorgi*, A.C. Collop**, N.H. Thom** *University of Bologna (Italy); **University of Nottingham (UK)
|  | Homotopy method for backcalculation of pavement layer moduli | X. Zha, Q. Xiao Changsha Communications University, Changsha City (China)
| Structures 3 | Experiences with the use of nondestructive testing in internal quality assurance in civil and building construction | C. Flohrer HOCHTIEF Construction, Mörfelden-Walldorf (GER)
|  | Application of Non-Destructive Testing and Diagnostics in Investigating and Evaluating the Technical State of the Existing Reinforced Concrete Structures in Bulgaria | D. Dimov University of Architecture, Civil Engineering and Geodesy, Sofia (Bulgaria)
|  | The Role of Non-Destructive Tests for Evaluation of a Concrete Structure in the Persian Gulf Region - Case Study | T. Parhizkar*, A.A. Ramezanianpour**, B. Hillemeier***, N. Mozafari* *Building and Housing Research Center, Tehran (Iran); **Amir Kabir University of Technology, Tehran (Iran); ***Technical University Berlin (GER)
|  | Evaluation of Concrete Structures by Advanced Nondestructive Test Methods - Impact Echo Test, Impulse Response Test and Radar Survey | Y.H. Zheng*, K.E. Ng*, J.W. Ong** *SETSCO Services Pte Ltd, Singapore; **SETSCO Services (M) Sdn, Bhd (Malaysia)
| Tendon Ducts | Duct inspection using scanning impact-echo | H. Wiggenhauser BAM Berlin (GER)
|  | Impact-Echo testing of steel cable ducts for injection grouting quality | C.G. Petersen*, A.G. Davis**, A. Delahaza*** *Germann Instruments A/S, Copenhagen (DK); **Construction Technology Laboratories, Inc., Skokie, Illinois (USA); ***WJE, Northbrook, Illinois (USA)
|  | Fast Location of Prestressing Steel Fractures in Bridge Decks and Parking lots | H. Scheel, B. Hillemeier Technical University Berlin (GER)
|  | Detection and localization of fractures in tendons by means of electromagnetic resonance measurement | H.-J. Wichmann, A. Holst, K. Hariri, H. Budelmann Technical University Braunschweig (GER)
| Acoustic Emission | Automatic analysis of acoustic emission measurements on concrete | J.H. Kurz, F. Finck, C.U. Grosse, H.-W. Reinhardt University of Stuttgart (GER)
|  | AE Energy Analysis on Concrete Bridge Beams | S. Colombo*, M.C. Forde*, J. Halliday**, I.G. Main ***, M. Shigeishi**** *The University of Edinburgh, School of Engineering and Electronics (UK); **Highways Agency, London (UK); ***University of Edinburg, School of Geosciences (UK); ****Kumamoto University, Dept. of Civil Engineering, (J)
|  | Separation of Tensile and Shear Cracks Based on Acoustic Emission Analysis of Rock Fracture | S. Stanchits, G. Dresen GeoForschungszentrum Potsdam (GFZ), Potsdam (GER)
|  | Possibilities and limitations of acoustic emission analysis for reinforced concrete | T. Vogel*, S. Köppel** *Institute of Structural Engineering (IBK), ETH Zurich (Switzerland); **Basler & Hofmann Ingenieure und Planer, Zurich (Switzerland)
| Plenary 4 | Nondestructive Evaluation For Highway Bridges In The United States | G. Washer Federal Highway Administration, McLean, VA (USA)
|  | GPR: From the State-Of-the-Art to the State-Of-the-Practice | I.L. Al-Qadi, S. Lahouar, A. Loulizi Virginia Tech Transportation Institute, Blacksburg, VA (USA)
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
Posters
|
Standards | The NDT-CE Compendium on the Internet | H. Wiggenhauser, K. Borchardt Federal Institute for Materials Research and Testing (BAM), Berlin (Germany)
|  | Guidelines for NDT methods in civil engineering | A. Taffe, C. Maierhofer Federal Institute for Materials Research and Testing (BAM), Berlin (Germany)
| Acoustical | Non Destructive Evaluation of Slender Steel Members Using Elastic Giuded Waves | L. Laguerre Laboratoire Central des Ponts et Chaussées, Bouguenais (France)
|  | Study on Impact Acoustic Method and System Development Based on Wavelet Analysis | H. Haya*, X. Luo*, T. Uomoto** *Railway Technical Research Institute, Tokyo, (Japan); **University of Tokyo, Tokyo (Japan)
| Acoustic Emission | Three-Dimensional Visualisation of Acoustic Emission Moment Tensor Solutions by VRML | M. Shigeishi, M. Ohtsu, J. Shimazaki Kumamoto University, Kumamoto (Japan)
|  | Damage Estimation of Concrete by AE Rate Process Analysis in Core Test | T. Suzuki*, M. Ohtsu** *Nippon Suiko Consultants CO., LTD, Kumamoto (Japan); **Kumamoto University, Kumamoto (Japan)
|  | A deeper understanding of acoustic emission wave propagation in reinforced concrete | B. Schechinger, T. Vogel Institute of Structural Engineering, ETH, Zurich (Switzerland)
|  | Advances in Moment Tensor Inversion for Civil Engineering | F. Finck, J.H. Kurz, C.U. Grosse, H.-W. Reinhardt University Stuttgart, Institute of Construction Materials, Stuttgart (Germany)
| Case Study | Evaluation of cover concrete by coupling some non-destructive techniques - Contribution of in-situ measurements | G. Klysz*, J.-P. Balayssac*, X. Dérobert**, C. Aubagnac*** *LMDC, Toulouse Cedex (France); **LCPC, Bouguenais Cedex (France); ***LRPC, Toulouse Cedex (France)
|  | Non-destructive characterisation of mortar layers for concrete repair using radar and ultrasonics | C. Maierhofer*, J. Wöstmann*, M. Krause*, B. Milmann*, B. Behrendt*, H.S. Müller** *Federal Institute for Materials Research and Testing (BAM), Berlin (Germany); **University of Karlsruhe, Karlsruhe (Germany)
|  | Specimen for the improvement of NDT-methods - Design and construction of a large concrete slab for NDT methods at BAM | A.Taffe, K. Borchardt, H. Wiggenhauser Federal Institute for Materials Research and Testing (BAM), Berlin (Germany)
|  | Integrated Leakage Rate Test Measure the Feed Air with Stabile Overpressure (FASO) Pilot Proceeding with Equipments Highly Accurated | C. Nyárádi Paks Nuclear Power Plant Ltd., Paks (Hungary)
|  | Enhanced Backcalculation Techniques for Assessing Highway Structural Properties | C.A. Lenngren, J. Olsson Chalmers University of Technology, Göteborg (Sweden)
|  | TAILSAFE: Investigation and Improvement of Tailings Facilities | E. Niederleithinger*, A. Brink*, C. McDonald**, T. Meggyes*, K.E. Roehl***, K.J. Witt**** *Federal Institute for Materials Research and Testing (BAM), Berlin (Germany); **University of Leeds (United Kingdom); ***University of Karlsruhe (Germany); ****Bauhaus-University Weimar (Germany)
| Corrosion | Evaluation of corrosion loss of steel reinforcing bars - In concrete using linear polarisation resistance measurements | D.W. Law*, J.J. Cairns*, S.G. Millard**, J.H. Bungey** *Heriot-Watt University, Edinburgh (United Kingdom); **Liverpool University, Liverpool (United Kingdom)
|  | BEM Analysis on Half-Cell Potential Measurement for Corrosion Estimation | V. Leelalerkiet*, J.-W. Kyung*, M. Yokota**, M. Ohtsu* *Kumamoto University, Kumamoto (Japan); **Shikoku Research Institute Inc., Takmatsu (Japan)
|  | Non Destructive Techniques for On-Site Measurements of Reinforcement Corrosion in Concrete Structures | C. Andrade*, I. Martinez*, M. Ramirez** M. Garcia** *Institute of Construction Science "Eduardo Torroja", CSIC, Madrid (Spain); **Geotecnia y Cimientos S.A. (geocisa), Madrid (Spain)
| Tendon Ducts | Comments on void depth detection in tendon duct with the impact echo method based on finite element computations | O. Abraham LCPC, Bouguenais Cedex (France)
|  | A simple approach to the automatic recognition of flaws in large diameter steel cables | A. Bergamini, R. Christen, M. Motavalli EMPA, Structural Engineering Research Laboratory, Dübendorf (Switzerland)
|  | Location of Prestressing Steel Fractures in Highly Reinforced Concrete Members | B. Hillemeier, H. Scheel Technical University Berlin, Berlin (Germany)
|  | Detecting Voids Inside Ducts of Bonded Steel Tendons Using Impulse Thermography | C. Rieck, B. Hillemeier Technical University Berlin, Berlin (Germany)
|  | Eddy Current Testing at High Temperatures for Controlling Heat Treatment Process | J. Vetterlein, H. Klümper-Westkamp, T. Hirsch, P. Mayr Foundation Institute for Material Science (IWT), Bremen (Germany)
| Impact Echo | Wavelet algorithms for non-destructive testing | J.H. Kurz, H.-J. Ruck, F. Finck, C.U. Grosse, H.-W. Reinhardt University Stuttgart, Institute of Construction Materials, Stuttgart (Germany)
| Thermography | Active Infrared Thermography in Civil Engineering - Quantitative Analysis by Numerical Simulation | G. Wedler, A. Brink, C. Maierhofer, M. Röllig, F. Weritz, H. Wiggenhauser Federal Institute for Materials Research and Testing (BAM), Berlin (Germany)
|  | Visualisation of Sliding Friction Heat during the Skid Resistance Test through Infrared (IR) Thermography | M. Stimolo EMPA Dübendorf, Dübendorf (Switzerland)
|  | Possibilities of Determination and Characterization of Subsurface Defects in Material by Means of Thermography and 3D Numerical Model | I. Boras, S. Svaic University of Zagreb (Croatia)
| Material | Assessment of thermal conductivity of the building materials - "Hot wire method" | J. Zach, S. Stastnik Brno University of Technology, Brno (Czech Republic)
|  | Concrete Creep Deformations caused by Bend and Pressure Stress Specimen Test | J. Adámek, V. Meloun, V. Juránková, P. Juránek Brno University of Technology, Brno (Czech Republic)
|  | Parameters That Influence The Results of Non Destructive Test Methods for Concrete Strength | A.C. Evangelista*, I. Shehata*, L. Shehata** *Universidade Federal do Rio de Janeiro, Rio de Janeiro (Brazil); **Universidade Federal Fluminense, Rio de Janeiro (Brazil)
|  | Applying waves' propagation modelling to the study of concrete damage | V. Garnier, J.F. Chaix, G. Corneloup Laboratoire de Caractérisation Non Destructive, IUT, Aix en Provence (France)
|  | Detection of Near Surface Damage and Cracks in Mass Concrete by Acoustical and Electromagnetic NDT Techniques | J.E. Rhazi*, O. Dous*, R. Al-Wardany*, G. Ballivy*, K. Saleh** *Université de Sherbrooke, Sherbrooke (Canada); **IREQ-Research Institute of Hydro, Varennes, Quebec (CAN)
|  | Laser Induced Breakdown Spectroscopy as a tool for the characterization and sorting of concrete waste material in view of high-order re-use | F. Weritz, D. Schaurich, G. Wilsch, J. Wöstmann, H. Wiggenhauser Federal Institute for Materials Research and Testing (BAM), Berlin (Germany)
|  | Study on Measurement of Chloride Content using Electromagnetic Wave in Reinforced Concrete Structures | J. Arai*, T. Mizobuchi**, K. Suda*** *Retec. Inc, Tokyo (Japan); **HOSEI University, Tokyo (Japan); ***Kajima Corporation, Tokyo (Japan)
|  | Concrete hardening and moisture distribution in sandstones monitored by One-Sided 1H-Nuclear Magnetic Resonance | F. Kohl, B. Wolter, F. Knapp Fraunhofer Institute Non-Destructive Testing (IZFP), Saarbrücken (Germany)
| Radiography, Imaging | Theoretical foundations for reconstruction of the materials density by means of two-energy radiography | S.V. Naydenov, V. Ryzhikov Institute of Single Crystals of UAS, Kharkov (Ukraine)
|  | Industrial Applications of Shearography for Inspection of Aircraft Components | R. Krupka, T. Walz, A. Ettemeyer Ettemeyer AG, Elchingen (Germany)
|  | Multi-energy radiography for non-destructive testing of materials and structures for civil engineering | S.V. Naydenov, V. Ryzhikov Institute for Single Chrystals of UAS, Kharkov (Ukraine)
| Quality Control | Evaluation of Shotcrete Quality using Different Methods | M. Skazlic, I. Stipanovic, J. Krolo Faculty of Civil Engineering, Zagreb (Croatia)
|  | An algorithm for automatic analysis of deformation of reinforced concrete structures using photogrammetry | W. Benning*, S. Görtz**, J. Lange*, R. Schwermann*, R. Chudoba*** *Geodetic Institute, University of Technology (RWTH), Aachen (Germany); **Zerna, Köpper & Partner, Bochum (Germany); ***Chair of Structural Statics and Dynamics, University of Technology (RWTH), Aachen (Germany)
|  | Non-destructive determination of the carbon content in iron foils - A quality assurance of the gas carburising process | H. Klümper-Westkamp*, P. Mayr*, W. Reimche**, K. Feiste**, M. Bernard**, F.-W. Bach** *IWT Bremen (Germany); **IW Hannover (Germany)
|  | Non-Destructive Determination of the Water-Content in the Concrete Cover Using the Multiring-Electrode | W. Brameshuber, P. Schröder, M. Raupach, C. Dauberschmidt University of Aachen, Aachen (Germany)
|  | Non-destructive Testing methods for metal foams | H. Stanzick*, T. Wenzel**, R. Hanke**, M. Maisl*** *Fraunhofer Institute Advanced Materials, Bremen (Germany); **Fraunhofer Institute Integrated Circles, Fürth (Germany); ***Fraunhofer Institute Non-Destructive Testing (IZFP), Saarbrücken (Germany)
| Radar | Non invasive ground penetrating radar investigation of a failing concrete floor slab | M.L. King*, D.P. Wu*, D.C. Nobes** *GPR Geophysical Services, New Plymouth (New Zealand); **Department of Geological Sciences, University of Canterbury, Christchurch (New Zealand)
|  | A comparative study of data processing algorithms for radar imaging of stratified building structures | V. Mikhnev*, P. Vainikainen** *Institute of Applied Physics, Minsk (Belarus); **Helsinki University of Technology, Espoo (Finland)
|  | Influence of GPR Antenna Polarity on Detectability of Voids in Plastic Tendon Ducts in P-T Concrete Beams | M.C. Forde*, A. Giannopoulos*, M. Clark** *University of Edinburgh, Edinburgh (United Kingdom); **TRL Limited, Crowthorne (United Kingdom)
|  | GPR Antenna Medium Coupling Effects: Experimental and 2D FDTD Modelling Results | A. Shaari*, S.G. Millard**, J.H. Bungey** *Faculty of Science, Universiti Teknologi, (Malaysia); **Department of Civil Engineering, University of Liverpool, Liverpool (United Kingdom)
| Ultrasonic | Evaluation of Pine timber strength by drilling and ultrasonic testing | J. Saporiti Machado, D. Costa, H. Cruz National Laboratory of Civil Engineering (LNEC), Lisbon (Portugal)
|  | A New and Versatile Sandwich Type Ultrasonic Transducer for NDT of Different Materials | C. Miclea*, A. Gheorghiu**, C. Tanasoiu**, C.F. Miclea*, S. Moroianu* *National Institute for Materials Physics, Bucharest (Romania); **Hyperion University, Bucharest (Romania)
|  | Experimental and theoretical investigation to optimize an ultrasonic phased array for low frequencies | F. Mielentz*, M. Krause*, R. Boehm*, H. Wüstenberg*, K. Mayer**, R. Marklein** *Federal Institute for Materials Research and Testing (BAM), Berlin (Germany); **University of Kassel, Kassel (Germany)
|  | Parameters for the Quantitative Assessment of Ultrasonic Imaging for Concrete Elements | D. Streicher*, M. Krause*, C. Kohl*, M. Schickert**, O. Kroggel***, W. Müller**** *Federal Institute for Materials Research and Testing (BAM), Berlin (GER); **Institute for Materials Research and Testing (MFPA) at Bauhaus-University, Weimar (GER); ***Technical University Darmstadt, Darmstadt (GER); ****Fraunhofer Institute NDT (IZFP), Saarbrücken (GER)
|  | Use of low Frequency Ultrasound Echo Technique to Determine Cavities in wooden Construction Composites | A. Hasenstab*, M. Krause*, C. Rieck**, B. Hillemeier** *Federal Institute for Materials Research and Testing (BAM), Berlin (Germany); **Technical University Berlin, Berlin (Germany)
|  | Development of reference-samples for ultrasonic-testing of concrete | S. Bussat, A. Glaubitt, J. Neisecke University of Dortmund, Dortmund (Germany)
|  | Reference concrete for ultrasonic-testing and its creation by components with pre-analysed properties | A. Glaubitt, S. Bussat, J. Neisecke University of Dortmund, Dortmund (Germany)
|  | Determination of Third Order Elastic Constants Using a Simple Ultrasonic Apparatus | A. Bouhadjera Jijel University, (Algeria)
| Structures | Non Destructive Reliability Analysis of Concrete Structures - Numerical concepts and material models for existing concrete structure | A. Strauss*, K. Bergmeister*, U. Santa*, R. Pukl**, Vladimir**, D. Novák*** *University of Applied Sciences, Vienna (Austria); **Cervenka Consulting, Prag (Czech Republic); ***Brno University of Technology, Brno (Czech Republic)
|  | Strengthening of Concrete Beams Using CFRP Strips Anchorage of Externally Glued Strips | P. Stepánek, I. Svaricková, J. Adámek Brno University of Technology, Brno (Czech Republic)
|  | Nondestructive evaluation of concrete structures - A case study in detailed inspection using 24-year-old reinforced concrete | S. Watanabe*, S. Misra**, T. Uomoto** *Technology Center of Metropolitan Expressway, Tokyo (Japan); **University of Tokyo (Japan)
|  | An article on experimental assessment of structural safety of solid bridges | M. Gutermann Prof. Dr.-Ing. Steffens Ingenieurgesellschaft mbH, Bremen (Germany)
|  | Sensor for Seismic Monitoring of Buildings | G. Bavari*, S. Benfratello**, M. Cerrone*, A. Masnata*** *ELECTA S.a.s, Palermo (Italy); **Dept. of Structural and Geotechnical Engineering, University of Palermo (Italy); ***Dept. of Technology and Mechanical Production, University of Palermo (Italy)
|  | Selected Acoustic Methods for Nondestructive Testing | K. Pospisil*, J. Stryk*, M. Korenska**, L. Pazdera** *Transport Research Center, Brno (Czech Republic); **Brno University of Technology (Czech Republic)
|  | Measurement of Force and Strain in Pre-Stressed Steel Bar in Reinforced Concrete using the Magnetoelastic Stray Field Method | W. Ricken, W.-J. Becker University of Kassel, Dept. of Measurement Engineering, Kassel (Germany)
|  | Influences of Magnetostriction and Magnetisation State on Strain and Force Measurement with Eddy-Current Sensors Applied to Steel Reinforced Concrete | H.C. Schoenekess, W. Ricken, W.-J. Becker University of Kassel, Dept. of Measurement Engineering, Kassel (Germany)
|  | Non-destructive investigation of complex historic masonry structures with impulse radar | C. Maierhofer*, J. Wöstmann*, C. Hennen** *BAM Berlin (GER); **Stiftung Luther Gedenkstätten, Wittenberg (GER)
| | | | | | | | | | | | | | | |
|
|