Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
It is shown that it is possible to obtain theoretically moment-curvature relationships of reinforced concrete members under short time loading from zero to ultimate moment taking into account concrete quality, percentage of reinforcement, quality of steel, and contribution of concrete tensile zone between cracks to rigidity of member; experimental evidence indicates that rotation capacity of plastic hinges depends also on method of application of load on to beam.
It is shown that it is possible to obtain theoretically moment-curvature relationships of reinforced concrete members under short time loading from zero to ultimate moment taking into account concrete quality, percentage of reinforcement, quality of steel, and contribution of concrete tensile zone between cracks to rigidity of member; experimental evidence indicates that rotation capacity of plastic hinges depends also on method of application of load on to beam.
Moment-Curvature Relationships of R.C. Members and Rotation Capacity of Plastic Hinges
Ultimate Load Design of Concrete Structures -- Proc of Symp
Rao, P.S. (Autor:in)
Proceedings of the Symposium on Ultimate Load Design of Concrete Structures ; 1967
1967
7 pages
Aufsatz (Konferenz)
Englisch
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Moment redistribution and rotation capacity of plastic hinges in redundant reinforced concrete beams
| Engineering Index Backfile | 1963