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U.S. Department of Energy
Office of Scientific and Technical Information

Viscoelastic creep of high-temperature concrete

Conference ·
OSTI ID:5655927
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.
Research Organization:
Argonne National Lab., IL (USA); Northwestern Univ., Evanston, IL (USA). Technological Inst.
DOE Contract Number:
W-31109-ENG-38
OSTI ID:
5655927
Report Number(s):
CONF-850809-53; ON: DE85010511
Country of Publication:
United States
Language:
English