In Japan, the following five plants in operation use prestressed concrete c
ontainment vessels (PCCVs): Tsuruga #2 (in operation in 1987), Ohi #3 and #
4 (in operation in 1991 and 1993, respectively), and Genkai #3 and #4(in op
eration in 1994 and 1997, respectively). These plants have adopted the hemi
spherical dome type PCCV with two or three buttresses and unbonded prestres
sing system. For the above five PCCVs, lift-off tests in the in-service ins
pection have been carried out 1, 3 and 5 years after the beginning of opera
tion. In addition, concrete strain and temperature have been measured perio
dically. This paper presents the in-service inspection methods and results
of the lift-off tests and the measurement of concrete strain. The given res
ults are as follows. Measured strain shows good agreement with calculated c
reep and shrinkage strain, so tendon tensile force can be predicted by the
design method using calculated strain, and it also matches well the results
of the lift-off tests. (C) 2000 Elsevier Science S.A. All rights reserved.