Analytical Approach to Failure Surfaces in Reinforced Concrete Sections Subjected to Axial Loads and Biaxial Bending

Author:

Bonet J. L.1,Miguel P. F.2,Fernandez M. A.3,Romero M. L.4

Affiliation:

1. PhD, Civil Engineering Dept., Campus de Vera s/n, Technical Univ. of Valencia, 46022 Valencia, Spain. E-mail: jlbonet@cst.upv.es

2. PhD, Civil Engineering Dept., Campus de Vera s/n, Technical Univ. of Valencia, 46022 Valencia, Spain. E-mail: pmiguel@cst.upv.es

3. PhD, Civil Engineering Dept., Campus de Vera s/n, Technical Univ. of Valencia, 46022 Valencia, Spain. E-mail: mafernan@cst.upv.es

4. PhD, Associate Professor, Dept. of Technology, Campus Riu Sec, Univ. Jaume I, 12071 Castellón, Spain. E-mail: mromero@tec.uji.es

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Biaxial eccentricities in ultimate load design;A. Aas-Jakobsen;ACI J.,1964

2. American Concrete Institute ( 1999). SP-19.

3. American Concrete Institute ( 2002). “Building code requirements for structural concrete and commentary.” ACI 318-02/318R-02 ACI Committee 318 Farmington Hills Mich.

4. Anderson P. and Lee H. N. (1951). “A modified plastic theory of reinforced concrete.” Bulletin No. 33 V. 54(19) University of Minesota Minneapolis.

5. Bonet J.L. (2001). “Método simplificado de cálculo de soportes esbeltos de hormigón armado de sección rectangular sometidos a compresión y flexión biaxial.” PhD dissertation Civil Engineering Dept. Technical University of Valencia Valencia Spain (in Spanish).

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