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

Modeling of concrete response at high temperature

Conference ·
OSTI ID:7071357
A rate-type creep law is implemented into the computer code TEMP-STRESS for high temperature concrete analysis. The disposition of temperature, pore pressure and moisture for the particular structure in question is provided as input for the thermo-mechanical code. The loss of moisture from concrete also induces material shrinkage which is accounted for in the analytical model. Examples are given to illustrate the numerical results.
Research Organization:
Northwestern Univ., Evanston, IL (USA); Argonne National Lab., IL (USA)
DOE Contract Number:
W-31109-ENG-38
OSTI ID:
7071357
Report Number(s):
CONF-840833-5; ON: DE84009587
Country of Publication:
United States
Language:
English