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Title: Response of Doubly Reinforced Concrete Beams to Cylic Loading

Author(s): G. L. Agrawal, Leonard G. Tulin, and Kurt H. Gersite

Publication: Journal Proceedings

Volume: 62

Issue: 7

Appears on pages(s): 823-836

Keywords: Bauschinger effect, cyclic loading, doubly reinforced beam, moment-curvature relation, reinforced concrete, research, ultimate strength

DOI: 10.14359/7726

Date: 7/1/1965

The response of doubly reinforced concrete beams to variable repeated and reversed loading is predicted on the basis of technical beam theory and stress-strain relationsof steel and concrete under cyclic loading. A series of tests was performed to verify the theory. It is concluded that the response to repeated loading may be considered elastic-plastic for engineering purposes, but the behavior under ternating plastic city is highly nonlinear which can be predicted only by considering the Bauschinger effect in the steel.