Diffuse ultrasound monitoring of stress and damage development on a 15-ton concrete beam
This paper describes the use of an ultrasonic imaging technique (Locadiff) for the Non-Destructive Testing & Evaluation of a concrete structure. By combining coda wave interferometry and a sensitivity kernel for diffuse waves, Locadiff can monitor the elastic and structural properties of a heter...
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| Published in | The Journal of the Acoustical Society of America Vol. 139; no. 4; pp. 1691 - 1701 |
|---|---|
| Main Authors | , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
United States
01.04.2016
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| Online Access | Get full text |
| ISSN | 0001-4966 1520-8524 1520-8524 |
| DOI | 10.1121/1.4945097 |
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| Abstract | This paper describes the use of an ultrasonic imaging technique (Locadiff) for the Non-Destructive Testing & Evaluation of a concrete structure. By combining coda wave interferometry and a sensitivity kernel for diffuse waves, Locadiff can monitor the elastic and structural properties of a heterogeneous material with a high sensitivity, and can map changes of these properties over time when a perturbation occurs in the bulk of the material. The applicability of the technique to life-size concrete structures is demonstrated through the monitoring of a 15-ton reinforced concrete beam subject to a four-point bending test causing cracking. The experimental results show that Locadiff achieved to (1) detect and locate the cracking zones in the core of the concrete beam at an early stage by mapping the changes in the concrete's micro-structure; (2) monitor the internal stress level in both temporal and spatial domains by mapping the variation in velocity caused by the acousto-elastic effect. The mechanical behavior of the concrete structure is also studied using conventional techniques such as acoustic emission, vibrating wire extensometers, and digital image correlation. The performances of the Locadiff technique in the detection of early stage cracking are assessed and discussed. |
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| AbstractList | This paper describes the use of an ultrasonic imaging technique (Locadiff) for the Non-Destructive Testing & Evaluation of a concrete structure. By combining coda wave interferometry and a sensitivity kernel for diffuse waves, Locadiff can monitor the elastic and structural properties of a heterogeneous material with a high sensitivity, and can map changes of these properties over time when a perturbation occurs in the bulk of the material. The applicability of the technique to life-size concrete structures is demonstrated through the monitoring of a 15-ton reinforced concrete beam subject to a four-point bending test causing cracking. The experimental results show that Locadiff achieved to (1) detect and locate the cracking zones in the core of the concrete beam at an early stage by mapping the changes in the concrete's micro-structure; (2) monitor the internal stress level in both temporal and spatial domains by mapping the variation in velocity caused by the acousto-elastic effect. The mechanical behavior of the concrete structure is also studied using conventional techniques such as acoustic emission, vibrating wire extensometers, and digital image correlation. The performances of the Locadiff technique in the detection of early stage cracking are assessed and discussed.This paper describes the use of an ultrasonic imaging technique (Locadiff) for the Non-Destructive Testing & Evaluation of a concrete structure. By combining coda wave interferometry and a sensitivity kernel for diffuse waves, Locadiff can monitor the elastic and structural properties of a heterogeneous material with a high sensitivity, and can map changes of these properties over time when a perturbation occurs in the bulk of the material. The applicability of the technique to life-size concrete structures is demonstrated through the monitoring of a 15-ton reinforced concrete beam subject to a four-point bending test causing cracking. The experimental results show that Locadiff achieved to (1) detect and locate the cracking zones in the core of the concrete beam at an early stage by mapping the changes in the concrete's micro-structure; (2) monitor the internal stress level in both temporal and spatial domains by mapping the variation in velocity caused by the acousto-elastic effect. The mechanical behavior of the concrete structure is also studied using conventional techniques such as acoustic emission, vibrating wire extensometers, and digital image correlation. The performances of the Locadiff technique in the detection of early stage cracking are assessed and discussed. This paper describes the use of an ultrasonic imaging technique (Locadiff) for the Non-Destructive Testing & Evaluation of a concrete structure. By combining coda wave interferometry and a sensitivity kernel for diffuse waves, Locadiff can monitor the elastic and structural properties of a heterogeneous material with a high sensitivity, and can map changes of these properties over time when a perturbation occurs in the bulk of the material. The applicability of the technique to life-size concrete structures is demonstrated through the monitoring of a 15-ton reinforced concrete beam subject to a four-point bending test causing cracking. The experimental results show that Locadiff achieved to (1) detect and locate the cracking zones in the core of the concrete beam at an early stage by mapping the changes in the concrete's micro-structure; (2) monitor the internal stress level in both temporal and spatial domains by mapping the variation in velocity caused by the acousto-elastic effect. The mechanical behavior of the concrete structure is also studied using conventional techniques such as acoustic emission, vibrating wire extensometers, and digital image correlation. The performances of the Locadiff technique in the detection of early stage cracking are assessed and discussed. |
| Author | Moreau, Gautier Planès, Thomas Rospars, Claude Larose, Eric Obermann, Anne Zhang, Yuxiang |
| Author_xml | – sequence: 1 givenname: Yuxiang surname: Zhang fullname: Zhang, Yuxiang organization: ISTerre, University Grenoble-Alpes & CNRS, BP 53, 38041 Grenoble Cedex 9, France – sequence: 2 givenname: Thomas surname: Planès fullname: Planès, Thomas organization: ISTerre, University Grenoble-Alpes & CNRS, BP 53, 38041 Grenoble Cedex 9, France – sequence: 3 givenname: Eric surname: Larose fullname: Larose, Eric email: eric.larose@univ.grenoble-alpes.fr organization: ISTerre, University Grenoble-Alpes & CNRS, BP 53, 38041 Grenoble Cedex 9, France – sequence: 4 givenname: Anne surname: Obermann fullname: Obermann, Anne organization: ISTerre, University Grenoble-Alpes & CNRS, BP 53, 38041 Grenoble Cedex 9, France – sequence: 5 givenname: Claude surname: Rospars fullname: Rospars, Claude organization: IFSTTAR, 14-20 Boulevard Newton Cité Descartes, Champs sur Marne, 77447 Marne La Vallée Cedex 2, France – sequence: 6 givenname: Gautier surname: Moreau fullname: Moreau, Gautier organization: EDF R&D, 6 Quai Watier, 78401 Chatou, France |
| BackLink | https://www.ncbi.nlm.nih.gov/pubmed/27106315$$D View this record in MEDLINE/PubMed |
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| Title | Diffuse ultrasound monitoring of stress and damage development on a 15-ton concrete beam |
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