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
Abstract:
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.