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.
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Northwestern Univ., Evanston, IL (USA). Technological Inst., United States
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Evanston, Illinois
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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.
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Pfeiffer, P. A.; Marchertas, A. H. & Bazant, Z. P.Viscoelastic creep of high-temperature concrete,
article,
January 1, 1985;
Illinois.
(https://digital.library.unt.edu/ark:/67531/metadc1092988/:
accessed April 24, 2024),
University of North Texas Libraries, UNT Digital Library, https://digital.library.unt.edu;
crediting UNT Libraries Government Documents Department.
