Presented in this report is the analytical model for analysis of high temperature creep response of concrete. The creep law used is linear (viscoelastic), the temperature and moisture effects on the creep rate and also aging are included. Both constant and transient temperature as well as constant and transient moisture conditions are considered. Examples are presented to correlate experimental data with parameters of the analytical model by the use of a finite element scheme.
|Original language||English (US)|
|Title of host publication||Transactions of the International Conference on Structural Mechanics in Reactor Technology|
|Number of pages||6|
|State||Published - Dec 1 1985|
|Name||Transactions of the International Conference on Structural Mechanics in Reactor Technology|
ASJC Scopus subject areas