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May 1, 2001
Cross-Sectional Modes in Impact-Echo Testing of Concrete Structures
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VIEW THE REPLYAuthors: Keith Kesner, Martyn Hill, John McHugh, and John D. TurnerAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 127, Issue 5
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References
1.
Jaeger, B. J., et al. ( 1996). “Detecting voids in grouted tendon ducts of post-tensioned concrete structures using the impact-echo method.” ACI Struct. J., 93(4), 462–473.
2.
Lin, Y., and Sansalone, M. ( 1992). “Detecting flaws in concrete beams and columns using the impact-echo method.” ACI Mat. J., 89(4), 394–405.
3.
Sansalone, M., and Carino, N. J. ( 1986). “Impact-echo: a method for flaw detection in concrete using transient stress waves.” NBSIR 86-3452, National Bureau of Standards, Gaithersburg, Md.
4.
Sansalone, M., and Streett, W. B. ( 1997). Impact-echo nondestructive evaluation of concrete and masonry, Bullbrier Press, Ithaca, N.Y.
5.
Wouters, J. P., Kesner, K. E., and Poston, R. W. ( 1999). “Tendon corrosion in precast segmental bridges.” Transp. Res. Rec. 1654, Transportation Research Board, Washington, D.C.
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Published online: May 1, 2001
Published in print: May 2001
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Authors
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Keith Kesner
Member, ASCE
Martyn Hill
John McHugh
John D. Turner
Grad. Res. Asst., Dept. of Civ. and Envir. Engrg., Cornell Univ., Ithaca, NY 14850.
Lect., School of Engrg. Sci., Univ. of Southampton, Southampton, U.K., S017 1BJ.
Formerly, Res., School of Engrg. Sci., Univ. of Southampton, Southampton, U.K. S017 1BJ.
Chief Res. Sci., Transport Res. Lab., Old Wokingham Rd., Crowthorne, U.K. RG45 6AU.
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