Abstract
There is a need for non-destructive evaluation (NDE) techniques which can effectively determine the extent of damage (cracking) in concrete structures. Non-destructive, one-sided surface wave attenuation measurement is a very sensitive and practical tool for such characterization. A technique for practical determination of frequency-dependent surface wave attenuation is introduced and demonstrated to be sensitive to damage in free concrete slabs. A theoretical model for the attenuation response in undamaged free slabs is introduced and shown to accurately predict experimentally obtained responses in concrete within certain frequency limits. The theoretical model is then used to investigate the practical application of the attenuation technique to concrete pavement NDE in terms of slab depth and subbase conditions. Theoretically obtained data are presented for a variety of pavement types. Based on the presented results of the theoretical model, conclusions concerning practical application of the technique to pavement inspection are given.
Original language | English (US) |
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Pages (from-to) | 300-308 |
Number of pages | 9 |
Journal | Proceedings of SPIE - The International Society for Optical Engineering |
Volume | 3400 |
DOIs | |
State | Published - Dec 1 1998 |
Externally published | Yes |
Event | Structural Materials Technology III - San Antonio, TX, United States Duration: Mar 31 1998 → Apr 3 1998 |
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Keywords
- Attenuation
- Concrete
- Non-destructive
- Pavements
- Stress waves
- Surface waves
- Testing
- Ultrasound
ASJC Scopus subject areas
- Electronic, Optical and Magnetic Materials
- Condensed Matter Physics
- Computer Science Applications
- Applied Mathematics
- Electrical and Electronic Engineering
Cite this
A study of surface wave attenuation measurement for application to pavement characterization. / Popovics, John S.; Song, Won Joon; Achenbach, Jan D.
In: Proceedings of SPIE - The International Society for Optical Engineering, Vol. 3400, 01.12.1998, p. 300-308.Research output: Contribution to journal › Conference article
}
TY - JOUR
T1 - A study of surface wave attenuation measurement for application to pavement characterization
AU - Popovics, John S.
AU - Song, Won Joon
AU - Achenbach, Jan D.
PY - 1998/12/1
Y1 - 1998/12/1
N2 - There is a need for non-destructive evaluation (NDE) techniques which can effectively determine the extent of damage (cracking) in concrete structures. Non-destructive, one-sided surface wave attenuation measurement is a very sensitive and practical tool for such characterization. A technique for practical determination of frequency-dependent surface wave attenuation is introduced and demonstrated to be sensitive to damage in free concrete slabs. A theoretical model for the attenuation response in undamaged free slabs is introduced and shown to accurately predict experimentally obtained responses in concrete within certain frequency limits. The theoretical model is then used to investigate the practical application of the attenuation technique to concrete pavement NDE in terms of slab depth and subbase conditions. Theoretically obtained data are presented for a variety of pavement types. Based on the presented results of the theoretical model, conclusions concerning practical application of the technique to pavement inspection are given.
AB - There is a need for non-destructive evaluation (NDE) techniques which can effectively determine the extent of damage (cracking) in concrete structures. Non-destructive, one-sided surface wave attenuation measurement is a very sensitive and practical tool for such characterization. A technique for practical determination of frequency-dependent surface wave attenuation is introduced and demonstrated to be sensitive to damage in free concrete slabs. A theoretical model for the attenuation response in undamaged free slabs is introduced and shown to accurately predict experimentally obtained responses in concrete within certain frequency limits. The theoretical model is then used to investigate the practical application of the attenuation technique to concrete pavement NDE in terms of slab depth and subbase conditions. Theoretically obtained data are presented for a variety of pavement types. Based on the presented results of the theoretical model, conclusions concerning practical application of the technique to pavement inspection are given.
KW - Attenuation
KW - Concrete
KW - Non-destructive
KW - Pavements
KW - Stress waves
KW - Surface waves
KW - Testing
KW - Ultrasound
UR - http://www.scopus.com/inward/record.url?scp=0032325694&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0032325694&partnerID=8YFLogxK
U2 - 10.1117/12.300101
DO - 10.1117/12.300101
M3 - Conference article
AN - SCOPUS:0032325694
VL - 3400
SP - 300
EP - 308
JO - Proceedings of SPIE - The International Society for Optical Engineering
JF - Proceedings of SPIE - The International Society for Optical Engineering
SN - 0277-786X
ER -