A Spatial FEM Model of Thermal and Mechanical Action in RCC dam
M. S. Jaafar1, J. Noorzaei1,2, A. A. Abdulrazeg1, T. A. Mohammed1, P. Khanehzaei1
Structural Longevity, Vol.5, No.3, pp. 147-155, 2011, DOI:10.3970/sl.2011.005.147
Abstract Specific features of the thermal stress fields in roller compacted concrete (RCC) dam are always their spatial character and completely dependent on
the maturity functions such as deformations properties (elastic, creep). The thermal changes in the material affect the elastic, creep properties of the material, and
in turn, the stress fields within the structure. Therefore, the effects of temperature
on the properties of RCC materials( elastic, creep) has to be taken into account in
order to determine the risk of the thermally induced cracking in these dams. In
this study, a viscoelastic model, including ageing More >