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Pump and probe wave mixing for imaging nonlinear features embedded into a massive concrete block
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- المؤلفون: Ouvrier-Buffet, Florian; Eiras, Jesús; Garnier, Vincent; Durville, Benoît; Payan, Cédric
- المصدر:
ISSN: 2572-3901 ; Journal of Nondestructive Evaluation, Diagnostics and Prognostics of Engineering Systems ; https://hal.science/hal-04590491 ; Journal of Nondestructive Evaluation, Diagnostics and Prognostics of Engineering Systems, 2024, 7 (4), pp.1-11. ⟨10.1115/1.4065599⟩.
- الموضوع:
- نوع التسجيلة:
article in journal/newspaper
- اللغة:
English
- معلومة اضافية
- Contributors:
Ondes et Imagerie (O&I); Laboratoire de Mécanique et d'Acoustique Marseille (LMA); Aix Marseille Université (AMU)-École Centrale de Marseille (ECM)-Centre National de la Recherche Scientifique (CNRS)-Aix Marseille Université (AMU)-École Centrale de Marseille (ECM)-Centre National de la Recherche Scientifique (CNRS); Institut de Radioprotection et de Sûreté Nucléaire (IRSN); ONERA; Laboratoire d'Expérimentation Environnement et Chimie (IRSN/PSN-RES/SEREX/L2EC); Service d'Etude et de Recherche EXpérimentale (IRSN/PSN-RES/SEREX); Institut de Radioprotection et de Sûreté Nucléaire (IRSN)-Institut de Radioprotection et de Sûreté Nucléaire (IRSN); Institut de Radioprotection et de Sûreté Nucléaire - IRSN
- بيانات النشر:
CCSD
American Society of Mechanical Engineers
- الموضوع:
2024
- Collection:
Aix-Marseille Université: HAL
- نبذة مختصرة :
International audience ; Nonlinear ultrasonic parameters are known to be highly sensitive to the presence of damage in materials, and numerous methods have already been reported. This study proposes a way to image a nonlinear defect embedded into a nonlinear medium. The nonlinear defect is mimicked by a Berea sandstone sphere (high nonlinearity). It is placed into a large concrete block (average nonlinearity) during casting. The proposed pump and probe propagating wave interaction method allows imaging the presence of the highly nonlinear region. The image contrast is magnified by a factor 8 in the defective zone. The results are validated using a model and the individual mechanical properties of both concrete and Berea Sandstone. These findings open perspectives for application to civil engineering concrete structures such as the assessment of durability distresses involving internal swelling.
- الرقم المعرف:
10.1115/1.4065599
- الدخول الالكتروني :
https://hal.science/hal-04590491
https://hal.science/hal-04590491v1/document
https://hal.science/hal-04590491v1/file/Ouvrier_JNDE_REV_final_HAL.pdf
https://doi.org/10.1115/1.4065599
- Rights:
http://creativecommons.org/licenses/by/ ; info:eu-repo/semantics/OpenAccess
- الرقم المعرف:
edsbas.4F70E4FB
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