Lateral Damage Identification in RC Slabs by Several Tomographic Approaches with Rainy Induced Elastic Waves

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SHIOTANI, Tomoki ;HASHIMOTO, Katsufumi ;ASAUE, Hisafumi ;NISHIDA, Takahiro ;TAKAMINE, Hidefumi ;WATABE, Kazuo ;FUKUDA, Masato .
Lateral Damage Identification in RC Slabs by Several Tomographic Approaches with Rainy Induced Elastic Waves. 
Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], v. 64, n.11, p. 657-664, november 2018. 
ISSN 0039-2480.
Available at: <https://www.sv-jme.eu/article/lateral-damage-identification-in-rc-slabs-by-several-tomographic-approaches-with-rainy-induced-elastic-waves/>. Date accessed: 19 apr. 2024. 
doi:http://dx.doi.org/10.5545/sv-jme.2018.5398.
Shiotani, T., Hashimoto, K., Asaue, H., Nishida, T., Takamine, H., Watabe, K., & Fukuda, M.
(2018).
Lateral Damage Identification in RC Slabs by Several Tomographic Approaches with Rainy Induced Elastic Waves.
Strojniški vestnik - Journal of Mechanical Engineering, 64(11), 657-664.
doi:http://dx.doi.org/10.5545/sv-jme.2018.5398
@article{sv-jmesv-jme.2018.5398,
	author = {Tomoki  Shiotani and Katsufumi  Hashimoto and Hisafumi  Asaue and Takahiro  Nishida and Hidefumi  Takamine and Kazuo  Watabe and Masato  Fukuda},
	title = {Lateral Damage Identification in RC Slabs by Several Tomographic Approaches with Rainy Induced Elastic Waves},
	journal = {Strojniški vestnik - Journal of Mechanical Engineering},
	volume = {64},
	number = {11},
	year = {2018},
	keywords = {acoustic emission, damage identification, raindrops, lateral damage, RC slabs},
	abstract = {Efficient inspection techniques for ageing infrastructures are in great demand. In this study, rainy induced acoustic activity, which has so far been treated as a nuisance event for acoustic monitoring, is ambitiously utilised to identify damages of RC slabs. Specifically, in-situ AE measurements of RC bridge slabs are conducted for a week. First, internal damages of the slabs are evaluated by both of AE activity and elastic wave velocity by means of AE monitoring and AE tomography. As for some representative locations showing each different damage estimated by the AE activity and the velocity, core samples are retrieved for the verification. In addition, AE activity induced by rain droplets in a short period of minutes are identified by an AE source location algorithm followed by computation on attenuation rate distribution. Through the evaluations, it was found that the distribution of AE sources induced by precipitation could reflect internal damage of RC slabs i.e., dense areas of source locations imply the intact or minor damage, while sparse areas of source locations suggest serious damage of RC decks. With this finding, the prompt decision making if the decks shall be replaced, repaired or left, which could not so far be readily implemented by other inspection techniques, would be reasonably conducted.},
	issn = {0039-2480},	pages = {657-664},	doi = {10.5545/sv-jme.2018.5398},
	url = {https://www.sv-jme.eu/article/lateral-damage-identification-in-rc-slabs-by-several-tomographic-approaches-with-rainy-induced-elastic-waves/}
}
Shiotani, T.,Hashimoto, K.,Asaue, H.,Nishida, T.,Takamine, H.,Watabe, K.,Fukuda, M.
2018 November 64. Lateral Damage Identification in RC Slabs by Several Tomographic Approaches with Rainy Induced Elastic Waves. Strojniški vestnik - Journal of Mechanical Engineering. [Online] 64:11
%A Shiotani, Tomoki 
%A Hashimoto, Katsufumi 
%A Asaue, Hisafumi 
%A Nishida, Takahiro 
%A Takamine, Hidefumi 
%A Watabe, Kazuo 
%A Fukuda, Masato 
%D 2018
%T Lateral Damage Identification in RC Slabs by Several Tomographic Approaches with Rainy Induced Elastic Waves
%B 2018
%9 acoustic emission, damage identification, raindrops, lateral damage, RC slabs
%! Lateral Damage Identification in RC Slabs by Several Tomographic Approaches with Rainy Induced Elastic Waves
%K acoustic emission, damage identification, raindrops, lateral damage, RC slabs
%X Efficient inspection techniques for ageing infrastructures are in great demand. In this study, rainy induced acoustic activity, which has so far been treated as a nuisance event for acoustic monitoring, is ambitiously utilised to identify damages of RC slabs. Specifically, in-situ AE measurements of RC bridge slabs are conducted for a week. First, internal damages of the slabs are evaluated by both of AE activity and elastic wave velocity by means of AE monitoring and AE tomography. As for some representative locations showing each different damage estimated by the AE activity and the velocity, core samples are retrieved for the verification. In addition, AE activity induced by rain droplets in a short period of minutes are identified by an AE source location algorithm followed by computation on attenuation rate distribution. Through the evaluations, it was found that the distribution of AE sources induced by precipitation could reflect internal damage of RC slabs i.e., dense areas of source locations imply the intact or minor damage, while sparse areas of source locations suggest serious damage of RC decks. With this finding, the prompt decision making if the decks shall be replaced, repaired or left, which could not so far be readily implemented by other inspection techniques, would be reasonably conducted.
%U https://www.sv-jme.eu/article/lateral-damage-identification-in-rc-slabs-by-several-tomographic-approaches-with-rainy-induced-elastic-waves/
%0 Journal Article
%R 10.5545/sv-jme.2018.5398
%& 657
%P 8
%J Strojniški vestnik - Journal of Mechanical Engineering
%V 64
%N 11
%@ 0039-2480
%8 2018-11-06
%7 2018-11-06
Shiotani, Tomoki, Katsufumi  Hashimoto, Hisafumi  Asaue, Takahiro  Nishida, Hidefumi  Takamine, Kazuo  Watabe, & Masato  Fukuda.
"Lateral Damage Identification in RC Slabs by Several Tomographic Approaches with Rainy Induced Elastic Waves." Strojniški vestnik - Journal of Mechanical Engineering [Online], 64.11 (2018): 657-664. Web.  19 Apr. 2024
TY  - JOUR
AU  - Shiotani, Tomoki 
AU  - Hashimoto, Katsufumi 
AU  - Asaue, Hisafumi 
AU  - Nishida, Takahiro 
AU  - Takamine, Hidefumi 
AU  - Watabe, Kazuo 
AU  - Fukuda, Masato 
PY  - 2018
TI  - Lateral Damage Identification in RC Slabs by Several Tomographic Approaches with Rainy Induced Elastic Waves
JF  - Strojniški vestnik - Journal of Mechanical Engineering
DO  - 10.5545/sv-jme.2018.5398
KW  - acoustic emission, damage identification, raindrops, lateral damage, RC slabs
N2  - Efficient inspection techniques for ageing infrastructures are in great demand. In this study, rainy induced acoustic activity, which has so far been treated as a nuisance event for acoustic monitoring, is ambitiously utilised to identify damages of RC slabs. Specifically, in-situ AE measurements of RC bridge slabs are conducted for a week. First, internal damages of the slabs are evaluated by both of AE activity and elastic wave velocity by means of AE monitoring and AE tomography. As for some representative locations showing each different damage estimated by the AE activity and the velocity, core samples are retrieved for the verification. In addition, AE activity induced by rain droplets in a short period of minutes are identified by an AE source location algorithm followed by computation on attenuation rate distribution. Through the evaluations, it was found that the distribution of AE sources induced by precipitation could reflect internal damage of RC slabs i.e., dense areas of source locations imply the intact or minor damage, while sparse areas of source locations suggest serious damage of RC decks. With this finding, the prompt decision making if the decks shall be replaced, repaired or left, which could not so far be readily implemented by other inspection techniques, would be reasonably conducted.
UR  - https://www.sv-jme.eu/article/lateral-damage-identification-in-rc-slabs-by-several-tomographic-approaches-with-rainy-induced-elastic-waves/
@article{{sv-jme}{sv-jme.2018.5398},
	author = {Shiotani, T., Hashimoto, K., Asaue, H., Nishida, T., Takamine, H., Watabe, K., Fukuda, M.},
	title = {Lateral Damage Identification in RC Slabs by Several Tomographic Approaches with Rainy Induced Elastic Waves},
	journal = {Strojniški vestnik - Journal of Mechanical Engineering},
	volume = {64},
	number = {11},
	year = {2018},
	doi = {10.5545/sv-jme.2018.5398},
	url = {https://www.sv-jme.eu/article/lateral-damage-identification-in-rc-slabs-by-several-tomographic-approaches-with-rainy-induced-elastic-waves/}
}
TY  - JOUR
AU  - Shiotani, Tomoki 
AU  - Hashimoto, Katsufumi 
AU  - Asaue, Hisafumi 
AU  - Nishida, Takahiro 
AU  - Takamine, Hidefumi 
AU  - Watabe, Kazuo 
AU  - Fukuda, Masato 
PY  - 2018/11/06
TI  - Lateral Damage Identification in RC Slabs by Several Tomographic Approaches with Rainy Induced Elastic Waves
JF  - Strojniški vestnik - Journal of Mechanical Engineering; Vol 64, No 11 (2018): Strojniški vestnik - Journal of Mechanical Engineering
DO  - 10.5545/sv-jme.2018.5398
KW  - acoustic emission, damage identification, raindrops, lateral damage, RC slabs
N2  - Efficient inspection techniques for ageing infrastructures are in great demand. In this study, rainy induced acoustic activity, which has so far been treated as a nuisance event for acoustic monitoring, is ambitiously utilised to identify damages of RC slabs. Specifically, in-situ AE measurements of RC bridge slabs are conducted for a week. First, internal damages of the slabs are evaluated by both of AE activity and elastic wave velocity by means of AE monitoring and AE tomography. As for some representative locations showing each different damage estimated by the AE activity and the velocity, core samples are retrieved for the verification. In addition, AE activity induced by rain droplets in a short period of minutes are identified by an AE source location algorithm followed by computation on attenuation rate distribution. Through the evaluations, it was found that the distribution of AE sources induced by precipitation could reflect internal damage of RC slabs i.e., dense areas of source locations imply the intact or minor damage, while sparse areas of source locations suggest serious damage of RC decks. With this finding, the prompt decision making if the decks shall be replaced, repaired or left, which could not so far be readily implemented by other inspection techniques, would be reasonably conducted.
UR  - https://www.sv-jme.eu/article/lateral-damage-identification-in-rc-slabs-by-several-tomographic-approaches-with-rainy-induced-elastic-waves/
Shiotani, Tomoki, Hashimoto, Katsufumi, Asaue, Hisafumi, Nishida, Takahiro, Takamine, Hidefumi, Watabe, Kazuo, AND Fukuda, Masato.
"Lateral Damage Identification in RC Slabs by Several Tomographic Approaches with Rainy Induced Elastic Waves" Strojniški vestnik - Journal of Mechanical Engineering [Online], Volume 64 Number 11 (06 November 2018)

Authors

Affiliations

  • Kyoto University, Department of Civil & Earth Resources Engineering, Japan 1
  • Toshiba Corporation, Japan 2
  • West Nippon Expressway Company Ltd., Japan 3

Paper's information

Strojniški vestnik - Journal of Mechanical Engineering 64(2018)11, 657-664
© The Authors, CC-BY 4.0 Int. Change in copyright policy from 2022, Jan 1st.

https://doi.org/10.5545/sv-jme.2018.5398

Efficient inspection techniques for ageing infrastructures are in great demand. In this study, rainy induced acoustic activity, which has so far been treated as a nuisance event for acoustic monitoring, is ambitiously utilised to identify damages of RC slabs. Specifically, in-situ AE measurements of RC bridge slabs are conducted for a week. First, internal damages of the slabs are evaluated by both of AE activity and elastic wave velocity by means of AE monitoring and AE tomography. As for some representative locations showing each different damage estimated by the AE activity and the velocity, core samples are retrieved for the verification. In addition, AE activity induced by rain droplets in a short period of minutes are identified by an AE source location algorithm followed by computation on attenuation rate distribution. Through the evaluations, it was found that the distribution of AE sources induced by precipitation could reflect internal damage of RC slabs i.e., dense areas of source locations imply the intact or minor damage, while sparse areas of source locations suggest serious damage of RC decks. With this finding, the prompt decision making if the decks shall be replaced, repaired or left, which could not so far be readily implemented by other inspection techniques, would be reasonably conducted.

acoustic emission, damage identification, raindrops, lateral damage, RC slabs