TY - JOUR
T1 - Comparative performance tests and validation of NDT methods for concrete testing
AU - Beutel, Ralf
AU - Reinhardt, Hans Wolf
AU - Grosse, Christian U.
AU - Glaubitt, André
AU - Krause, Martin
AU - Maierhofer, Christiane
AU - Algernon, Daniel
AU - Wiggenhauser, Herbert
AU - Schickert, Martin
N1 - Funding Information:
Acknowledgements The authors are indebted to the German Research Society (Deutsche Forschungsgemeinschaft) for supporting this research under the collaborative project Forschergruppe FOR384. The collaboration of Carla Lucia Aletti and Davide Doliana from Politec-nico di Milano in performing radar and impact-echo experiments is gratefully acknowledged. In addition special contributions were made by Gerhard Bahr and Markus Schmidt at the Department of Construction Materials of Universität Stuttgart.
Funding Information:
The special concrete specimen (LCS) at BAM was constructed for validation purposes, in particular, to be used for evaluating the performance of echo methods. The thickness of the specimen is varying and it contains carefully designed built-in faults, such as voids, honeycombs and tendon ducts with various degrees of grouting defects. Since the geometry and condition of the defects are known, it can be used to compare the performance of radar, ultrasonic, impact-echo. The research was conducted within the Research group FOR384, sponsored by the German Research Society DFG.
PY - 2008
Y1 - 2008
N2 - Validation of non-destructive testing methods is necessary to create a common basis where different systems can be compared and their applications and limitations be identified. This can be achieved through comparing the measurements taken by several systems used for a common diagnostic purpose under practical but controlled testing conditions. Well-designed small and large laboratory or field specimens promise such conditions. The special concrete specimen (LCS) at BAM was constructed for validation purposes, in particular, to be used for evaluating the performance of echo methods. The thickness of the specimen is varying and it contains carefully designed built-in faults, such as voids, honeycombs and tendon ducts with various degrees of grouting defects. Since the geometry and condition of the defects are known, it can be used to compare the performance of radar, ultrasonic, impact-echo. The research was conducted within the Research group FOR384, sponsored by the German Research Society DFG.
AB - Validation of non-destructive testing methods is necessary to create a common basis where different systems can be compared and their applications and limitations be identified. This can be achieved through comparing the measurements taken by several systems used for a common diagnostic purpose under practical but controlled testing conditions. Well-designed small and large laboratory or field specimens promise such conditions. The special concrete specimen (LCS) at BAM was constructed for validation purposes, in particular, to be used for evaluating the performance of echo methods. The thickness of the specimen is varying and it contains carefully designed built-in faults, such as voids, honeycombs and tendon ducts with various degrees of grouting defects. Since the geometry and condition of the defects are known, it can be used to compare the performance of radar, ultrasonic, impact-echo. The research was conducted within the Research group FOR384, sponsored by the German Research Society DFG.
KW - Concrete
KW - Impact-echo
KW - Non-destructive testing
KW - Performance demonstration
KW - Radar
KW - Ultrasound
UR - http://www.scopus.com/inward/record.url?scp=53649093090&partnerID=8YFLogxK
U2 - 10.1007/s10921-008-0037-1
DO - 10.1007/s10921-008-0037-1
M3 - Article
AN - SCOPUS:53649093090
SN - 0195-9298
VL - 27
SP - 59
EP - 65
JO - Journal of Nondestructive Evaluation
JF - Journal of Nondestructive Evaluation
IS - 1-3
ER -