This paper reports the test results of the dynamic modulus of elasticity an
d Poissons ratio of concrete at early age by means of nondestructive evalua
tion. The dynamic modulus was measured by a new test apparatus that include
s a free-free boundary vibration chamber and a dynamic resonance measuremen
t system with a fast, Fourier transform (FFT) analyzer The measurement was
conducted on concrete cylinder specimens. The dynamic modulus and Poisson's
ratio were calculated using the first two natural frequencies of a cylinde
r The measured dynamic response showed very good consistency and reproducib
ility. This method enables a measurement of progressive changes in the stif
fness of the concrete without damaging the specimen and provides reliable v
alues of dynamic modulus. It is found that the age of concrete has a signif
icant influence on resonance frequencies; herein, the resonance frequencies
shift from lower to higher values in a regular pattern with the age of con
crete.