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Strength and behavior of isotropically and nonisotropically reinforced concrete slabs subjected to combinations of flexural and torsional moments
Experimental investigation of flexural yield criterion for reinforced concrete elements subjected to biaxial bending to study behavior and strength of reinforced concrete slabs subjected to varying combinations of principal moments; 41 tests were carried out using circular and rectangular slab specimens; main variables were -- principal-moment ratio, amounts of reinforcement in two orthogonal directions which ranged from 1.0 to 1/4%, and orientation of reinforcement; results of tests are presented in plots relating moment to curvature, moment to steel strains and moment to concrete strains.
Strength and behavior of isotropically and nonisotropically reinforced concrete slabs subjected to combinations of flexural and torsional moments
Experimental investigation of flexural yield criterion for reinforced concrete elements subjected to biaxial bending to study behavior and strength of reinforced concrete slabs subjected to varying combinations of principal moments; 41 tests were carried out using circular and rectangular slab specimens; main variables were -- principal-moment ratio, amounts of reinforcement in two orthogonal directions which ranged from 1.0 to 1/4%, and orientation of reinforcement; results of tests are presented in plots relating moment to curvature, moment to steel strains and moment to concrete strains.
Strength and behavior of isotropically and nonisotropically reinforced concrete slabs subjected to combinations of flexural and torsional moments
Illinois. Univ -- Dept Civ Eng -- Structural Research Ser 336
Cardenas, A. (author) / Sozen, M.A. (author)
1968
250 pages
Article (Journal)
English
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