Effects of Poisson's ratio on impact-echo test analysis

Journal of Engineering Mechanics

Volumn 123, Issue 8, 1997, Pages 843-850

  Popovics, John S ^a,b  

^a ASCE   (United States)

^b NORTHWESTERN UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0012654279     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9399(1997)123:8(843)     Document Type: Article

References (15)

1. Anson, M., and Newman, K. (1966). "The effect of mix proportions and method of testing on Poisson's ratio for mortars and concretes." Mag. Concrete Res., 18(56), 115-130.
2. ASTM. (1990). Annual book of ASTM standards; vol. 04.02: concrete and aggregates, West Conshohocken, Pa.
3. Flax, L., Gaunaurd, G. C., and Überall, H. (1981). "Theory of resonance scattering." Physical acoustics - principles and methods, W. P. Mason, ed., Academic Press, New York, N. Y., Vol. XV, 191-199.
4. Fung, Y. C. (1965). Foundations of solid mechanics. Prentice-Hall, Inc., Englewood Cliffs, N.J.
5. Klieger, P. (1957). "Long-time study of cement performance in concrete: chapter 10 - progress report on strength and elastic properties of concrete." J. Am. Concrete Inst., 29(6), 481-503.
6. Lin, Y., and Sansalone, M. (1991). "Impact response of bars, with applications to concrete beams, columns, and shafts." Rep. No. 91-3, Cornell Univ., Ithaca, N.Y.
7. Lin, Y., and Sansalone, M. (1992a). "Transient response of thick circular and square bars subjected to transverse elastic impact." J. Acoustical Soc. of Am., 91(2), 885-893.
8. Lin, Y., and Sansalone, M. (1992b). "Detecting flaws in concrete beams and columns using the impact-echo method." Am. Concrete Inst. Mat. J., 89(4), 394-405.
9. Lin, J., and Sansalone, M. (1993). "The transverse elastic impact response of thick hollow cylinders." J. Nondestructive Evaluation, 12(2), 139-149.
10. Meeker, T. R., and Meitzler, A. H. (1964). "Guided wave propagation in elongated cylinders and plates." Phys. Acoustics, W. P. Mason, ed., Academic Press, New York, N.Y., Vol. I, 111-167.
11. Philleo, R. E. (1965). "Comparison of results of three methods for determining Young's modulus of elasticity of concrete." J. Am. Concrete Inst., 26, 461-469.
12. Popovics, J. S. (1994). "Some theoretical and experimental aspects of the use of guided waves for the nondestructive evaluation of concrete," PhD dissertation, The Pennsylvania State Univ., University Park, Pa.
13. Popovics, J. S., and Rose, J. L. (1996). "An approach for wave velocity measurement in solid cylindrical rods subjected to elastic impact." The Int. J. Solids and Struct., 33(26), 3925-3935.
14. Sansalone, M., and Carino, N. J. (1986). "Impact-echo: a method for flaw detection in concrete using transient stress waves." NBSIR Rep. No. 86-3452, U.S. Dept. of Commerce, National Bureau of Standards, Gaithersburg, Md.
15. Swami, R. N. (1971). "Dynamic Poisson's ratio of portland cement paste, mortar, and concrete." Cement and Concrete Res., 1, 559-583.