The results of on-site temperature and strain monitoring of columns ma
de with high-performance concrete at an early age are reported Two pai
rs of circular 850-mm-diameter reinforced concrete columns made of 80
MPa concrete were instrumented with the aid of vibrating wire extensom
eters. One of these columns was active because it was part of the stru
cture of the new library of Concordia University in Montreal. The othe
r one was never loaded and was used as a mock column. The strains in t
he concrete and in the embedded steel, along with the internal tempera
tures as well as the ambient temperature and relative humidity, were r
ecorded The results of the experimental data show that the concrete is
subjected to strains and stresses during the first 3 days due to ther
mal gradient and different thermal behavior of concrete and steel. It
was found also that the coefficient of thermal expansion of early-age
concrete is substantially higher than that of hardened concrete.