Lifetime of concrete dam models under constant loads

This paper presents the results of crack creep tests on three dam models (2 40 cm high) made with three types of concrete, with maximum aggregate size Phi equal to 3.15, 12 and 25 mm. In order to characterize the material a se ries of tensile tests was performed for each kind of concrete. In this way the static parameters (Young's modulus E, ultimate tensile strength sigma(u ), compressive strength sigma(c), fracture energy G(F)) and creep laws were obtained. The tests on the dam models were performed in many phases: in the last one, the load was kept constant in order to examine the effects of concrete rel axation in terms of Crack Opening Displacement and crack propagation. Through the Cohesive Crack model it was possible to simulate the experiment al results on gravity dam models by using the creep laws obtained from tens ile test. Numerical and experimental results (failure lifetime, load vs. C. M.O.D. (Crack Mouth Opening Displacement), C.M.O.D. vs. time, load vs. time , crack trajectories) were found to be in good agreement.