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Relevant bibliographies by topics / Impact-echo

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Academic literature on the topic 'Impact-echo'

Author: Grafiati

Published: 4 June 2021

Last updated: 18 February 2022

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Journal articles on the topic "Impact-echo"

1

Schubert, Frank, and Bernd Köhler. "Ten Lectures on Impact-Echo." Journal of Nondestructive Evaluation 27, no. 1-3 (2008): 5–21. http://dx.doi.org/10.1007/s10921-008-0036-2.

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2

Sansalone, M. J., and W. B. Streett. "Impact-Echo Condition Assessment of Structures." Structural Engineering International 6, no. 4 (1996): 282–84. http://dx.doi.org/10.2749/101686696780496238.

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3

Knodel, PC, Y. Lin, M. Sansalone, and NJ Carino. "Impact-Echo Response of Concrete Shafts." Geotechnical Testing Journal 14, no. 2 (1991): 121. http://dx.doi.org/10.1520/gtj10554j.

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Xinwei Wang, Xinwei Wang, Yan Zhou Yan Zhou, and Yuliang Liu Yuliang Liu. "Impact of echo broadening ef fect on active range-gated imaging." Chinese Optics Letters 10, no. 10 (2012): 101101–3. http://dx.doi.org/10.3788/col201210.101101.

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5

Cho, Mi Ra, Ki Bong Kim, Sung Ho Joh, and Tae Ho Kang. "Improvement of the Impact-Echo Method for the Higher Reliability in the Structural Integrity Assessment." Key Engineering Materials 321-323 (October 2006): 336–39. http://dx.doi.org/10.4028/www.scientific.net/kem.321-323.336.

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The impact-echo method, which is to evaluate the integrity of concrete and masonry structures nondestructively, is an excellent method in practical applications, and provides a high quality of structural integrity assessment. However, in the case of multi-layered systems in which each layer has different stiffness, the impact-echo method may lack reliability in thickness evaluation, which demands improvement of the impact-echo method. This study was first dedicated to the understanding of stress-wave propagation in the impact-echo test, and secondly, the reliability of the impact-echo method w

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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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7

Maji, A. K., S. Paul, and M. L. Wang. "Improved Impact-Echo Technique by Signal Processing." Research in Nondestructive Evaluation 2, no. 1 (1990): 45–56. http://dx.doi.org/10.1080/09349849009409485.

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8

Yao, Fei, Guangyu Chen, and Jianhong Su. "Experimental Research and Numerical Simulation on Grouting Quality of Shield Tunnel Based on Impact Echo Method." Shock and Vibration 2016 (2016): 1–10. http://dx.doi.org/10.1155/2016/1025276.

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To identify shield grouting quality based on impact echo method, an impact echo test of segment-grouting (SG) test piece was carried out to explore effect of acoustic impedance of grouting layers and grouting defects on impact echo law. A finite element numerical simulation on the impact echo process was implemented. Test results and simulation results were compared. Results demonstrated that, under some working conditions, finite element simulation results and test results both agree with theoretical values. The acoustic impedance ratio of SG material influenced the echo characteristics signi

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9

Xiao, Yun Feng, Da Hai Zhang, and Li Liu. "Internal Imperfection Detection of Concrete Composite Component Using Ultrasonic Method and Impact-Echo Method." Advanced Materials Research 639-640 (January 2013): 1046–50. http://dx.doi.org/10.4028/www.scientific.net/amr.639-640.1046.

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The ultrasonic method and the impact-echo method are two kinds of nondestructive test method (NDT), which are widely used, not only for concrete component, but for masonry structures. However, it is hard to detect the flaw in the concrete composite component if only with one kind of detection method. In this study, the principle of ultrasonic method and impact-echo method are outlined. And an attempt of a new method is taken, that Ultrasonic method together with Impact-echo method is used in detecting the deflection in Concrete Composite Component. It is proved that the result of this new meth

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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"

1

Sadri, Afshin. "An investigation of the impact-echo technique /." Thesis, McGill University, 1992. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=56780.

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Nondestructive testing of concrete for maintenance purposes is the focus of this thesis. The application of a new nondestructive testing technique known as impact-echo was examined. The technique is based on transient stress wave propagation for the detection of defects in concrete, as well as measuring the setting time, early age strength, and elastic properties. Impact-echo functions by a mechanical impact, where stress pulses are generated in the test subject. The stress pulses undergo multiple reflections between the top and bottom of concrete layers. The surface displacements are recorded

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2

Algernon, Daniel. "Impact-Echo: Analyse akustischer Wellen in Beton." [S.l.] : [s.n.], 2006. http://deposit.ddb.de/cgi-bin/dokserv?idn=980249031.

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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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4

Rezgui, Chaabouni Hajer. "Diagnostic d'ouvrages en maçonnés : Méthodes Soniques Impact-Echo." Thesis, Limoges, 2020. http://www.theses.fr/2020LIMO0060.

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Le patrimoine d’ouvrage d’art Européen et en particulier français est vieillissant. Pour pouvoir le conserver, il est nécessaire d’établir un ‘état de santé’ de ces ouvrages en les auscultant. Afin de ne pas les dégrader lors de l’auscultation des méthodes de contrôle non destructifs (CND) doivent être utilisées. Nous nous sommes intéressés en particulier, à une méthode connue sous le nom d’Impact-Echo. La pathologie qui a retenu notre attention concerne les vides ou les défauts pouvant être situés dans le remplissage des ponts en maçonnerie, au-delà des voûtes ou des murs de têtes. Afin de ti

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5

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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6

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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Guevremont, Philippe. "Application of the MSR Impact-Echo system for crack detection in concrete dams." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ37263.pdf.

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Tabatabaee, Ghomi Mohammad. "MODELLING AND SIMULATION OF ELASTIC & PLASTIC BEHAVIOUR OF PROPAGATING IMPACT WAVE : Impact- echo and Explosive welding process development." Doctoral thesis, Mälardalens högskola, Akademin för hållbar samhälls- och teknikutveckling, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-13332.

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A force that is applied dynamically in a short period of time is called an impact force (shock wave). Due to the concentrated application of force on a small area in a fraction of a second, unique applications have emerged that other types of loadings are not capable of performing. Explosions, an impact of a hammer, impact of waves on a shore wall, or the collision of two automobiles are examples where impact waves occur. In this research the effects of impact on solid materials and the motion of stress waves due to the impact are studied and some of their industrial applications are described

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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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10

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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Books on the topic "Impact-echo"

1

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

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2

Bare, John. The impact of the baby boom echo on U.S. public school enrollments. National Center for Education Statistics, 1997.

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3

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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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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6

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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7

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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8

Sabanova, Karina, ed. Reading as Communication Echo: Scientific Model of the Reader’s Feedback Research. LAP Lambert Academic Publishing, 2017.

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9

United States. Bonneville Power Administration., ed. Kangley-Echo Lake transmission line project: Draft environmental impact statement summary. The Administration, 2001.

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10

Seely, Harold E. Impact of artificial flooding on farm profits and streamflow in Echo Meadows, Oregon. 1997.

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Book chapters on the topic "Impact-echo"

1

Sansalone, Mary J., and William B. Streett. "Impact-Echo: Development and Technology Transfer." In Research Transformed into Practice. American Society of Civil Engineers, 1995. http://dx.doi.org/10.1061/9780784400944.ch12.

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2

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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3

Carino, Nicholas J., and Mary Sansalone. "Flaw Detection in Concrete Using the Impact-Echo Method." In Bridge Evaluation, Repair and Rehabilitation. Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-009-2153-5_8.

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4

Popovics, John S., and Joseph L. Rose. "A New Approach for the Analysis of Impact-Echo Data." In Review of Progress in Quantitative Nondestructive Evaluation. Springer US, 1993. http://dx.doi.org/10.1007/978-1-4615-2848-7_285.

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5

Sansalone, Mary, Yiching Lin, and Nicholas J. Carino. "Impact-Echo Response of Plates Containing Thin Layers and Voids." In Review of Progress in Quantitative Nondestructive Evaluation. Springer US, 1990. http://dx.doi.org/10.1007/978-1-4684-5772-8_248.

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6

Salazar, Addisson, Luis Vergara, Jorge Igual, Jorge Gosálbez, and Ramón Miralles. "ICA Model Applied to Multichannel Non-destructive Evaluation by Impact-Echo." In Independent Component Analysis and Blind Signal Separation. Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-540-30110-3_60.

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7

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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8

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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9

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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10

Lin, Yi Ching, Chun Kuei Yang, and Chia Chi Cheng. "Calibration of an Impact Device and Its Application to the Normalized Spectral Analysis of Impact-Echo Tests." In Advanced Nondestructive Evaluation I. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-412-x.381.

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Conference papers on the topic "Impact-echo"

1

Carino, Nicholas J. "The Impact-Echo Method: An Overview." In Structures Congress 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40558(2001)15.

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2

Wouters, Jeffrey, and Randall W. Poston. "Applications of Impact-Echo for Flaw Detection." In Structures Congress 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40558(2001)16.

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3

Sack, Dennis A., Larry D. Olson, and Marwan F. Aouad. "Impact echo scanning of concrete and wood." In Nondestructive Evaluation of Aging Infrastructure, edited by Soheil Nazarian and Larry D. Olson. SPIE, 1995. http://dx.doi.org/10.1117/12.209387.

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4

Ghomi, Mohammad Tabatabaee, Jafar Mahmoudi, and Mehdi Darabi. "Steel Plate Thickness Measurement using Impact-Echo Method." In Applied Simulation and Modelling. ACTAPRESS, 2011. http://dx.doi.org/10.2316/p.2011.715-039.

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5

Kommireddi, Chetana R., and Sarah L. Gassman. "Impact Echo Evaluation of Thin Walled Concrete Pipes." In Pipeline Division Specialty Congress 2004. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40745(146)29.

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6

Grosse, C. "Impact-echo measurement on fresh and hardening concrete." In International RILEM Symposium on Concrete Science and Engineering: A Tribute to Arnon Bentur. RILEM Publications SARL, 2004. http://dx.doi.org/10.1617/2912143586.009.

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7

Olson, Larry D., Yajai Tinkey, and Patrick Miller. "Concrete Bridge Condition Assessment with Impact Echo Scanning." In GeoHunan International Conference 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/47629(408)8.

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Zabini, Flavio, Alex Calisti, and Gianni Pasolini. "Impact of echo canceller taps quantization on repeater stability." In 2015 IEEE International Black Sea Conference on Communications and Networking (BlackSeaCom). IEEE, 2015. http://dx.doi.org/10.1109/blackseacom.2015.7185112.

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Zhu, Jinying. "Air-Coupled Impact-Echo Method for NDT of Concrete." In QUANTITATIVE NONDESTRUCTIVE EVALUATION. AIP, 2006. http://dx.doi.org/10.1063/1.2184681.

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10

Algernon, Daniel, Dennis R. Hiltunen, and Christopher C. Ferraro. "Tendon Duct Assessment Using Impact-Echo and Ultrasonic Pulse-Echo in Combination with an Automated Scanning System." In Geotechnical and Structural Engineering Congress 2016. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479742.007.

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Reports on the topic "Impact-echo"

1

Sansalone, Mary, and Nicholas J. Carino. Impact-echo :. National Bureau of Standards, 1986. http://dx.doi.org/10.6028/nbs.ir.86-3452.

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2

N. Kangley-Echo Lake Transmission Line Project Final Environmental Impact Statement. Office of Scientific and Technical Information (OSTI), 2003. http://dx.doi.org/10.2172/823237.

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N. Kangley - Echo Lake Transmission Line Project Supplemental Draft Environmental Impact Statement. Office of Scientific and Technical Information (OSTI), 2003. http://dx.doi.org/10.2172/823257.

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4

Pessiki, Stephen P., and Nicholas J. Carino. Measurement of the setting time and strength of concrete by the impact-echo method. National Bureau of Standards, 1987. http://dx.doi.org/10.6028/nbs.ir.87-3575.

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Irwin, Daniel, and Stephen Pessiki. Nondestructive Evaluation of Concrete Strength in the Precast Plant Using the Impact-Echo Method. Precast/Prestressed Concrete Institute, 2004. http://dx.doi.org/10.15554/pci.rr.mat-004.

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Monitoring of Refractory Wall recession using high temperature impact echo instrumentation. Office of Scientific and Technical Information (OSTI), 2004. http://dx.doi.org/10.2172/828221.

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