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A platform for research: civil engineering, architecture and urbanism
En analytisk og eksperimentell undersoekelse av armerte betongplaters boyningsstivhet
Stiffness of reinforced concrete members; investigation consisted of theoretical and experimental studies of behavior of reinforced concrete slabs subjected to bending and torsion; three of specimens were subjected to isostatic moments, 10 specimens were submitted to uniaxial moments, and nine specimens were tested in pure torsion; variables which characterized test specimens were direction and distribution of reinforcement; amount of reinforcement in each layer was 1.0, 0.5, or 0.25%, and nonisotropy, μ, was 0.5 or 0.25; directions of reinforcement were 0, 22.5, 45 or 67.5° with respect to applied principal moment. (In Norwegian with English summary)
En analytisk og eksperimentell undersoekelse av armerte betongplaters boyningsstivhet
Stiffness of reinforced concrete members; investigation consisted of theoretical and experimental studies of behavior of reinforced concrete slabs subjected to bending and torsion; three of specimens were subjected to isostatic moments, 10 specimens were submitted to uniaxial moments, and nine specimens were tested in pure torsion; variables which characterized test specimens were direction and distribution of reinforcement; amount of reinforcement in each layer was 1.0, 0.5, or 0.25%, and nonisotropy, μ, was 0.5 or 0.25; directions of reinforcement were 0, 22.5, 45 or 67.5° with respect to applied principal moment. (In Norwegian with English summary)
En analytisk og eksperimentell undersoekelse av armerte betongplaters boyningsstivhet
En analytisk og eksperimentell undersoekelse av armerte betongplaters boyningsstivhet
Lenschow, R. (author)
Nordisk Betong ; 11
1967
22 pages
Article (Journal)
Norwegian
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Beregning af Paelevaerker : Analytisk undersögelse
| TIBKAT | 1924