Title:
Effect of Axial Load on the Moment-Curvature Relationship of Reinforced Concrete Members
Author(s):
Carl Berwanger
Publication:
Symposium Paper
Volume:
50
Issue:
Appears on pages(s):
263-288
Keywords:
axial loads; beams (supports); columns (supports); compression testsl compressive strength; deflection; deformation; ductility; failure; loads (forcees); moment-curvature relationships; reinforcing steels; strains; structural analysis; strain hardening
DOI:
10.14359/17474
Date:
1/1/1975
Abstract:
The investigation deals with the effect of axial load on the moment-curvature relationship of reinforced concrete memebers. Uniaxial loading when combined with transverse flexure generally reduces the ultimate moment and curvature of these members.