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Relevant bibliographies by topics / Impact-echo testing

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Academic literature on the topic 'Impact-echo testing'

Author: Grafiati

Published: 4 June 2021

Last updated: 10 February 2022

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Journal articles on the topic "Impact-echo testing"

1

Gucunski, Nenad, Greg Slabaugh, Zhe Wang, Tong Fang, and Ali Maher. "Impact Echo Data from Bridge Deck Testing." Transportation Research Record: Journal of the Transportation Research Board 2050, no. 1 (2008): 111–21. http://dx.doi.org/10.3141/2050-11.

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Kee, Seong-Hoon, and Nenad Gucunski. "Interpretation of Flexural Vibration Modes from Impact-Echo Testing." Journal of Infrastructure Systems 22, no. 3 (2016): 04016009. http://dx.doi.org/10.1061/(asce)is.1943-555x.0000291.

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Zhou, Chang Sheng, Ping Wang, Zhi Peng Hu, and Hao Zhu. "Numerical Simulation of Impact-Echo Method Identify the Depth of Honeycomb Damage in Unballasted Track." Applied Mechanics and Materials 584-586 (July 2014): 2060–67. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.2060.

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Through the honeycomb damage that is appear in unballasted track will affect the safe operation of high-speed train, accurate detection of honeycomb damage is very important. Impact-echo method is a non-destructive testing method. Based on the principle of impact echo, author using the finite element software ANSYS LS-DYNA3D to simulate the impact-echo, testing and verifying the feasibility and accuracy of impact-echo method in discerning unballasted track damage. By analyzing the calculated result of honeycomb damage in slab track and double-block ballastless track, it is shows that: accordin

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Carbol, Ladislav, Jan Martinek, and Daniela Štefková. "Correct Choice of Maximum Length Sequence in Nondestructive Testing." Advanced Materials Research 1124 (September 2015): 280–87. http://dx.doi.org/10.4028/www.scientific.net/amr.1124.280.

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Maximum Length Sequence has great potential as testing signal in non-destructive testing. Because its autocorrelation is almost a delta function, the sequence can be used for speed of sound assessment. Resulting Impulse response contains very similar data as Impact-echo. Unlike Impact-echo, where strike energy is limited by nonlinear effects, Maximum Length Sequence can deliver virtually unlimited energy over time. Length of the sequence and also signal generation rate is a curtail choice in order to achieve the best results.

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Hill, Martyn, John McHugh, and John D. Turner. "Cross-Sectional Modes in Impact-Echo Testing of Concrete Structures." Journal of Structural Engineering 126, no. 2 (2000): 228–34. http://dx.doi.org/10.1061/(asce)0733-9445(2000)126:2(228).

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Kesner, Keith, Martyn Hill, John McHugh, and John D. Turner. "Cross-Sectional Modes in Impact-Echo Testing of Concrete Structures." Journal of Structural Engineering 127, no. 5 (2001): 595–97. http://dx.doi.org/10.1061/(asce)0733-9445(2001)127:5(595).

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Igual, Jorge. "Hierarchical Clustering of Materials With Defects Using Impact-Echo Testing." IEEE Transactions on Instrumentation and Measurement 69, no. 8 (2020): 5316–24. http://dx.doi.org/10.1109/tim.2020.2964911.

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Zhang, Ying, Xiangmin Wei, Yi-Te Tsai, Jinying Zhu, Farhad A. Fetrat, and Nenad Gucunski. "Multisensor data fusion for impact-echo testing of concrete structures." Smart Materials and Structures 21, no. 7 (2012): 075021. http://dx.doi.org/10.1088/0964-1726/21/7/075021.

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Lin, Yiching, Chiafeng Chang, Shih-Fang Kuo, and Han-Chieh Liou. "A simple device for detecting impact time in impact-echo testing of concrete." NDT & E International 37, no. 1 (2004): 1–8. http://dx.doi.org/10.1016/j.ndteint.2003.08.004.

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Liu, Jing, Jun Xie, Xiao Yu He, Yu Shan He, and Jia Hui Zhong. "Detecting the Defects in Concrete Components with Impact-Echo Method." Applied Mechanics and Materials 577 (July 2014): 1114–18. http://dx.doi.org/10.4028/www.scientific.net/amm.577.1114.

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With the large-scale application of the prestressed concrete structure, the quality of the concrete component defects and pipeline grouting has increasingly become the focus of attention. The impact-echo scanner uses the nature of wave, which pass though different media at different velocities, to distinguish internal defects of concrete, pipe filling density and so on. In this paper, using the impact-echo method to detect the concrete block with prefabricated defects of shape, location, and size explores the effect of defect properties, parameter settings and detection environment to impact-e

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Dissertations / Theses on the topic "Impact-echo testing"

1

Begum, Rushna. "Neural network processing of impact echo NDT data." Thesis, City University London, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.340456.

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Lacroix, Francis. "Non-Destructive Condition Assessment of Concrete Slabs with Artificial Defects Using Wireless Impact Echo." Thesis, Université d'Ottawa / University of Ottawa, 2020. http://hdl.handle.net/10393/41575.

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This thesis presents the development and validation of a new wireless Impact Echo (IE) system for condition assessment of reinforced concrete slabs. The new IE prototype was compared with other commercially available non-destructive testing (NDT) devices used for similar purposes, namely Ground-Penetrating Radar (GPR) and Ultrasonic Pulse Echo (UPE). Monitoring and structural inspections are critical to effective management of civil infrastructure and NDTs can enhance the quality of condition assessments by providing objective visualizations of the interior of a structural element. The IE me

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Martin, Julia. "Non-destructive testing of metal ducted post-tensioned bridge beams using sonic impact-echo techniques." Thesis, University of Edinburgh, 1997. http://hdl.handle.net/1842/11100.

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On 25 September 1992 the Department of Transport (DoT) issued a press notice stating that it would not be commissioning any new grouted duct post-tensioned bridges in England. The decision was taken due to fears that existing grouted duct post-tensioned concrete bridges were badly corroded and could be in a state of imminent collapse. The press notice also announced that existing grouted duct post-tensioned bridges were to undergo detailed inspection. Non-destructive techniques needed to be developed to allow detailed investigation of these structures. The results of these investigations had t

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Aktas, Can Baran. "Determining The Thickness Of Concrete Pavements Using The Impact-echo Test Method." Master's thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/12608423/index.pdf.

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Traditionally, destructive methods such as coring are used for the condition assessment of an existing concrete structure. Although these methods may yield valid data about the corresponding concrete section, they are quite expensive and time consuming. More important than these, destructive methods damage the structure being investigated and these points usually become focal points for further deterioration. For all these reasons, only a few samples can be collected from a structure and this results in a poor representation of the complete structure. The impact-echo technique is one of the

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Larsen, Jacob Lynn. "Automated Impact Response Sounding for Accelerated Concrete Bridge Deck Inspection." BYU ScholarsArchive, 2018. https://scholarsarchive.byu.edu/etd/6989.

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Infrastructure deterioration is an international problem requiring significant attention. One particular manifestation of this deterioration is the occurrence of sub-surface cracking (delaminations) in reinforced concrete bridge decks. Of many techniques available for inspection, air-coupled impact-echo testing, or sounding, is a non-destructive evaluation technique to determine the presence and location of delaminations based upon the acoustic response of a bridge deck when struck by an impactor. In this work, two automated air-coupled impact echo sounding devices were designed and constructe

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Welter, John T. "Oblique angle pulse-echo ultrasound characterization of barely visible impact damage in polymer matrix composites." University of Dayton / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1575295152635788.

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Manuel, Regildo Batista do Sacramento. "Estimativa de espessura do concreto utilizando o método do eco - impacto." Universidade do Estado do Rio de Janeiro, 2014. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=6752.

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior<br>Nesta pesquisa utilizou-se um equipamento experimental que utiliza o método do eco-impacto produzido no Laboratório de Ensaios Físicos do Instituto Politécnico do Rio de Janeiro (UERJ/IPRJ), para estimar a espessuras de placas de concreto através da propagação de ondas de tensão geradas por um impacto. Para determinação dessa espessura, foram investigados vários mecanismos de estruturação do protótipo do equipamento com objetivo de se obter a melhor leitura possível, por meio das literaturas existentes. Entre parâmetros avaliados n

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Timčaková, Kristýna. "Monitorování a analýza koroze výztužné oceli v železobetonových prvcích a konstrukcích akustickými metodami." Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-401591.

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The dissertation thesis deals with the study of non-destructive acoustic methods as instruments for monitoring and analysing corrosion of reinforcing steel in reinforced concrete elements. Four acoustic methods were selected for this task - the impact-echo method, the nonlinear acoustic spectroscopy method, the acoustic emission method, and the ultrasonic pulse velocity method. To verify the functionality of these methods, testing was carried out on three sets of reinforced concrete samples that had been exposed to the effects of sodium chloride, which corroded the embedded steel reinforcement

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Shen, Chien-ping, and 沈健平. "Study of Signal Analysis in Impact-Echo Testing." Thesis, 1993. http://ndltd.ncl.edu.tw/handle/94866526656925186655.

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碩士<br>國立中興大學<br>土木工程研究所<br>81<br>A nondestructive test method called impact-echo is under de- velopment for locating flaws in concrete using transient stress waves. To date, the method has been used succesfully to find flaws in plate-like structures. Applications of the method to circular, square and rectangular columns have been accomplished numerically and experimentally. In this thesis, laboratory re- sults detecting single cracks in a concrete slab is presented first. In addition, two o

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Dai, Xiaowei. "Development of a non-contact ndt system for stress wave sensing and excitation." Thesis, 2014. http://hdl.handle.net/2152/28055.

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Non-destructive testing (NDT) plays an important role today in condition assessment of civil infrastructure. Among these NDT methods, the Impact-Echo (IE) method is widely used to determine the thickness of a plate structure and locate delaminations in concrete. The conventional IE test uses a contact impact source and a contact sensor, which limits the scanning speed. Recent studies show the feasibility of applying the air-coupled sensing technology to the IE test. With the contact requirement eliminated, a fully air-coupled NDT system can be realized to achieve rapid scanning on large scale

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Books on the topic "Impact-echo testing"

1

Sansalone, Mary. Impact-echo: Non-destructive evaluation of concrete and masonry. Bullbrier Press, 1997.

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2

Pessiki, Stephen P. Measurement of the setting time and strength of concrete by the impact-echo method. U.S. Dept. of Commerce, National Bureau of Standards, National Engineering Laboratory, Center for Building Technology, Structures Division, 1987.

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Pessiki, Stephen P. Measurement of the setting time and strength of concrete by the impact-echo method. U.S. Dept. of Commerce, National Bureau of Standards, National Engineering Laboratory, Center for Building Technology, Structures Division, 1987.

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4

Ghorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. U.S. Dept. of Transportation, Federal Highway Administration, 1993.

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5

Ghorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. U.S. Dept. of Transportation, Federal Highway Administration, 1993.

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Ghorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. U.S. Dept. of Transportation, Federal Highway Administration, 1993.

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Book chapters on the topic "Impact-echo testing"

1

Salazar, Addisson. "Application of ICAMM to Impact-Echo Testing." In On Statistical Pattern Recognition in Independent Component Analysis Mixture Modelling. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-30752-2_5.

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Chiang, C. H., C. C. Cheng, and K. T. Hsu. "Inspection of Deteriorated Coastal Embankments Using Radar, Thermography, and Impact-Echo." In Nondestructive Testing of Materials and Structures. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0723-8_132.

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Bouden, T., M. Nibouche, F. Djerfi, and S. Dib. "Improving Wavelet Transform for the Impact-Echo Method of Non Destructive Testing." In Lecture Notes in Electrical Engineering. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-27311-7_32.

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Salazar, Addisson, Arturo Serrano, Raúl Llinares, Luis Vergara, and Jorge Igual. "ICA Mixture Modeling for the Classification of Materials in Impact-Echo Testing." In Independent Component Analysis and Signal Separation. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00599-2_88.

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Ryden, N., O. Aurell, P. Nilsson, and J. Hartlén. "Impact Echo Q-Factor Measurements Towards Non-Destructive Quality Control of the Backfill in Segmental Lined Tunnels." In Nondestructive Testing of Materials and Structures. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0723-8_130.

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Gibson, A. "Advances in shotcrete impact-echo testing." In Shotcrete. CRC Press, 2010. http://dx.doi.org/10.1201/b10545-14.

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Colla, C., G. Schneider, and H. Wiggenhauser. "Automated impact-echo and method improvement." In Non-Destructive Testing in Civil Engineering 2000. Elsevier, 2000. http://dx.doi.org/10.1016/b978-008043717-0/50051-9.

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Yamada, M., T. Sonoda, and M. Ohtsu. "Quantitative evaluation of impact force on impact-echo method." In Emerging Technologies in Non-Destructive Testing V. CRC Press, 2012. http://dx.doi.org/10.1201/b11837-28.

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Liu, Pei-Ling, and Po-Liang Yeh. "Imaging Methods of Concrete Structure Based on Impact-Echo Test." In Nondestructive Testing Methods and New Applications. InTech, 2012. http://dx.doi.org/10.5772/35954.

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Clausen, J., N. Zoidis, and A. Knudsen. "Onsite measurements of concrete structures using Impact-Echo and Impulse Response." In Emerging Technologies in Non-Destructive Testing V. CRC Press, 2012. http://dx.doi.org/10.1201/b11837-22.

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Conference papers on the topic "Impact-echo testing"

1

Salazar, Addisson, Arturo Serrano, Luis Vergara, and Ramon Miralles. "Intelligent system for material quality control using impact-echo testing." In 2008 7th IEEE International Conference on Cybernetic Intelligent Systems (CIS). IEEE, 2008. http://dx.doi.org/10.1109/ukricis.2008.4798954.

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Colla, C. "Improving the Accuracy of Impact-Echo in Testing Post-Tensioning Ducts." In REVIEW OF PROGRESS IN QUANTITATIVE NONDESTRUCTIVE EVALUATION:Volume 22. AIP, 2003. http://dx.doi.org/10.1063/1.1570267.

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Cha, Young-Jin, Tyler Epp, and Dagmar Svecova. "Automated air-coupled impact echo based non-destructive testing using machine learning." In Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems, edited by Hoon Sohn. SPIE, 2018. http://dx.doi.org/10.1117/12.2295947.

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Wei, Xiangmin, Zhenhua Xie, and Ying Zhang. "Multisensor data fusion and visualization for impact echo testing of bridge decks." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, edited by Andrew L. Gyekenyesi. SPIE, 2012. http://dx.doi.org/10.1117/12.915030.

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Lin, Yu-Feng. "Evaluating cover depth of steel fiber reinforced concrete using impact-echo testing." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, edited by H. Felix Wu, Tzu-Yang Yu, Andrew L. Gyekenyesi, and Peter J. Shull. SPIE, 2014. http://dx.doi.org/10.1117/12.2044897.

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Oh, T., and J. S. Popovics. "Effective presentation of impact-echo data for bridge deck NDE." In 40TH ANNUAL REVIEW OF PROGRESS IN QUANTITATIVE NONDESTRUCTIVE EVALUATION: Incorporating the 10th International Conference on Barkhausen Noise and Micromagnetic Testing. AIP Publishing LLC, 2014. http://dx.doi.org/10.1063/1.4864911.

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Groschup, Robin, and Rudolph Kraus. "Air-coupled impact-echo scanner: Fast and contactless nondestructive testing of concrete pavements." In Fifth International Conference on Sustainable Construction Materials and Technologies. Coventry University and The University of Wisconsin Milwaukee Centre for By-products Utilization, 2019. http://dx.doi.org/10.18552/2019/idscmt5184.

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Baggens, Oskar, and Nils Rydén. "Near field effects and estimation of Poisson's ratio in impact-echo thickness testing." In 41ST ANNUAL REVIEW OF PROGRESS IN QUANTITATIVE NONDESTRUCTIVE EVALUATION: Volume 34. AIP Publishing LLC, 2015. http://dx.doi.org/10.1063/1.4914757.

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Emde, Mark, and Ruichong Zhang. "Impact-Echo Non-Destructive Testing and Evaluation with Time-Frequency Data Process and Analysis." In Modelling, Identification and Control. ACTAPRESS, 2012. http://dx.doi.org/10.2316/p.2012.769-036.

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Riyadi, Slamet, Khairul Anuar M. Nayan, and Mohd Marzuki Mustafa. "A Microcontroller-Based Instrument for Measuring P-Wave Speed in Impact-Echo Testing of Concrete." In TENCON 2006 - 2006 IEEE Region 10 Conference. IEEE, 2006. http://dx.doi.org/10.1109/tencon.2006.343779.

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