Flexural Stresses in Rectangulare Reinforced Concrete Curved Members

ABOUT THE INTERNATIONAL CONCRETE ABSTRACTS PORTAL

  • The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

International Concrete Abstracts Portal

  


Title: Flexural Stresses in Rectangulare Reinforced Concrete Curved Members

Author(s): R.H. Dawoud, Milad M. Hanna, and Adel Fareed

Publication: Journal Proceedings

Volume: 67

Issue: 3

Appears on pages(s): 237-242

Keywords: beams (supports); bending moments; curved beams. Elastic analysis; rectangular beams; reinforced concrete; stresses; structural analysis; tensile stress.

Date: 3/1/1970

Abstract:
Presents an elastic stress analysis for rectangular reinforced concrete curved beams with circular axes subject to pure bending. The analysis deals with rectangular sections of the neutral axis and the calculation of maximum stresses in concrete and steel is given in chart form. The limiting case for beams with straight axes is also presented for comparison. If the radius of curvature of the member is small compared to the beam depth, the suing linear beam theory.