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Creep of concrete under uniaxial and biaxial stresses at elevated temperatures
Tests designed to determine Poisson's effect under combined stresses on heated concrete are described and it is shown that effective Poisson's ratio of 0.2 can be assumed for design purposes; general conclusions regarding creep at elevated temperatures are drawn from tests on sealed and unsealed slab specimens at elevated temperatures.
Creep of concrete under uniaxial and biaxial stresses at elevated temperatures
Tests designed to determine Poisson's effect under combined stresses on heated concrete are described and it is shown that effective Poisson's ratio of 0.2 can be assumed for design purposes; general conclusions regarding creep at elevated temperatures are drawn from tests on sealed and unsealed slab specimens at elevated temperatures.
Creep of concrete under uniaxial and biaxial stresses at elevated temperatures
Mag Concrete Research
Arthanari, S. (author) / Yu, C.W. (author)
1967
8 pages
Article (Journal)
English
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