The monitoring of both linear and nonlinear elastic properties of a high performance concrete during curing is presented by application of compressional and shear waves. To follow the linear elastic behavior, both compressional and shear waves are used in wide band pulse echo mode. Through the value of the complex reflection coefficient between the cell material (Lucite) and the concrete within the cell, the elastic moduli are calculated. Simultaneously, the transmission of a continuous compressional sine wave at progressively increasing drive levels permits us to calculate the nonlinear properties by extracting the harmonics amplitudes of the signal. Information regarding the chemical evolution of the concrete based upon the reaction of hydration of cement is obtained by monitoring the temperature inside the sample. These different types of measurements are linked together to interpret the critical behavior.
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March 2003
February 28 2003
Study of critical behavior in concrete during curing by application of dynamic linear and nonlinear means
Jean-Christoph Lacouture;
Jean-Christoph Lacouture
Laboratoire Environnement et Développement, Université D. Diderot, Tour 33-43, Case courrier 7087, 2 Place Jussieu, 75251 Paris Cedex, France
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Paul A. Johnson;
Paul A. Johnson
Geophysics, MS D443, Los Alamos National Laboratory, Los Alamos, New Mexico 87545
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Frederic Cohen-Tenoudji
Frederic Cohen-Tenoudji
Laboratoire Environnement et Développement, Université D. Diderot, Tour 33-43, Case courrier 7087, 2 Place Jussieu, 75251 Paris Cedex, France
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J. Acoust. Soc. Am. 113, 1325–1332 (2003)
Article history
Received:
March 07 2002
Accepted:
December 16 2002
Citation
Jean-Christoph Lacouture, Paul A. Johnson, Frederic Cohen-Tenoudji; Study of critical behavior in concrete during curing by application of dynamic linear and nonlinear means. J. Acoust. Soc. Am. 1 March 2003; 113 (3): 1325–1332. https://doi.org/10.1121/1.1543927
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