A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Tangential shear tests of reinforced concrete containment elements
(SMiRT-5 Panel Session: Status of research in structural and mechanical engineering for nuclear power plants, 14.8.1979, Berlin). An experimental program to investigate the behavior of large scale reinforced concrete elements subjected to biaxial tension and shear forces is described. Six tests are being conducted on specimens 5 ft(1.52 m) square and 2 ft(0.61 m) thick, with no. 14 and no. 18 reinforcement. Program variables are level of biaxial tension, and monotonic vs. reversing shear load. Two monotonic tests have been completed to date. Behavior, strength, and deformations observed in these two monotonic tests are discussed.
Tangential shear tests of reinforced concrete containment elements
(SMiRT-5 Panel Session: Status of research in structural and mechanical engineering for nuclear power plants, 14.8.1979, Berlin). An experimental program to investigate the behavior of large scale reinforced concrete elements subjected to biaxial tension and shear forces is described. Six tests are being conducted on specimens 5 ft(1.52 m) square and 2 ft(0.61 m) thick, with no. 14 and no. 18 reinforcement. Program variables are level of biaxial tension, and monotonic vs. reversing shear load. Two monotonic tests have been completed to date. Behavior, strength, and deformations observed in these two monotonic tests are discussed.
Tangential shear tests of reinforced concrete containment elements
Tangentiale Scherversuche an Stahlbeton-Elementen fuer Reaktorgebaeude
Oesterle, R.G. (author) / Russell, H.G. (author)
Nuclear Engineering and Design ; 59 ; 99-112
1980
14 Seiten, 20 Bilder, 7 Quellen
Article (Journal)
English
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