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Stresses in axially reinforced concrete prisms subjected to tension and exposed to drying
Stresses and deformations produced during first application of tensile load to prism of constant cross section; evaluations of test results that refer to test specimens cured in air at relative humidity of about 100% and to those which were first cured for 10 days under similar conditions, and were then allowed to dry for 18 days in air at relative humidity of 45 to 50%; study of effects of drying on state of stress and crack formation.
Stresses in axially reinforced concrete prisms subjected to tension and exposed to drying
Stresses and deformations produced during first application of tensile load to prism of constant cross section; evaluations of test results that refer to test specimens cured in air at relative humidity of about 100% and to those which were first cured for 10 days under similar conditions, and were then allowed to dry for 18 days in air at relative humidity of 45 to 50%; study of effects of drying on state of stress and crack formation.
Stresses in axially reinforced concrete prisms subjected to tension and exposed to drying
Stockholm. Svenska Forskningsinstitutet Cement och Betong -- Handlingar (Roy Inst Technology -- Proc)
Odman, S.T.A. (author)
1962
58 pages
Article (Journal)
English
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Stresses in axially reinforced concrete prisms subjected to tension and exposed to drying
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