A numerical method to design reinforced concrete sections subjected to axial forces and biaxial bending based on ultimate strain limits

Author:

Pallarés L.,Miguel Pedro F.,Fernández-Prada Miguel A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference18 articles.

1. Anderson P, Lee H. A modified plastic theory of reinforced concrete. University of Minnesota, Engineering Experiment Station. Bulletin No. 33. 1951

2. Ramamurthy LN. Investigation of the ultimate strength of square and rectangular columns under biaxially eccentric loads. In: Proceedings: Reinforced concrete columns. 1966. p. 263–98

3. Sarker PK, Adolphus S, Patterson S, Rangan BV. High-strength concrete columns under biaxial bending. Special publication 200-14 recent advances in concrete technology. 2000. p. 217–34

4. Ultimate strength of biaxially eccentrically loaded concrete columns reinforced with high strength steel;Heimdahl;ASCI–ASCE committee 441. Reinforced concrete columns,1975

5. Biaxially loaded slender high-strength reinforced concrete columns with and without steel fibre;Hsu;Mag Concr Res,1995

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