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
Similar Records
Concrete creep at transient temperature: constitutive law and mechanism
Viscoelastic creep of high-temperature concrete
Analytical response of concrete structures subjected to high temperatures. [LMFBR]
Conference
·
Mon Dec 31 23:00:00 EST 1984
·
OSTI ID:5698635
Viscoelastic creep of high-temperature concrete
Conference
·
Mon Dec 31 23:00:00 EST 1984
·
OSTI ID:5655927
Analytical response of concrete structures subjected to high temperatures. [LMFBR]
Conference
·
Fri Dec 31 23:00:00 EST 1982
·
OSTI ID:6062105
Related Subjects
22 GENERAL STUDIES OF NUCLEAR REACTORS
220200* -- Nuclear Reactor Technology-- Components & Accessories
36 MATERIALS SCIENCE
360603 -- Materials-- Properties
BUILDING MATERIALS
BUILDINGS
CONCRETES
CONTAINMENT
CONTAINMENT BUILDINGS
CREEP
MATERIALS
MECHANICAL PROPERTIES
POWER REACTORS
REACTOR MATERIALS
REACTORS
STRAINS
STRESSES
TEMPERATURE DEPENDENCE
THERMAL STRESSES
TIME DEPENDENCE
220200* -- Nuclear Reactor Technology-- Components & Accessories
36 MATERIALS SCIENCE
360603 -- Materials-- Properties
BUILDING MATERIALS
BUILDINGS
CONCRETES
CONTAINMENT
CONTAINMENT BUILDINGS
CREEP
MATERIALS
MECHANICAL PROPERTIES
POWER REACTORS
REACTOR MATERIALS
REACTORS
STRAINS
STRESSES
TEMPERATURE DEPENDENCE
THERMAL STRESSES
TIME DEPENDENCE