Technical Papers
Dec 19, 2012

Eccentricity-Based Optimization Procedure for Strength Design of RC Sections under Compression and In-Plane Bending Moment

Publication: Journal of Structural Engineering
Volume 140, Issue 1

Abstract

The strength design of reinforced concrete (RC) rectangular sections for combined compression and in-plane bending with two levels of reinforcement is indeterminate: three unknowns are to be solved, but with only two equilibrium equations; an additional condition is necessary to solve the problem. The additional condition leads to the finding of a minimum reinforcement-concrete ratio. This paper proposes a new approach based on the equivalent eccentricity of the applied compressive load. Different domains are reported, each of which is associated with given values of eccentricity and axial load. Analytical expressions for the domain boundaries are established, and a simple procedure is described to outline the conditions corresponding to the optimal reinforcement. The main advantage of this procedure is its simplicity, which allows manual computations. Some examples employing reinforcement sizing diagrams illustrate the validity of this approach.

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Acknowledgments

Part of the present work was financed by the Spanish Ministry of Education. The second author is a Spanish government Ph.D. fellow (FPU grant AP 2010-3707). This support is gratefully acknowledged.

References

Aschheim, M., Hernández-Montes, E., and Gil-Martín, L. M. (2007). “Optimal domains for strength design of rectangular sections for axial load and moment according to Eurocode 2.” Eng. Struct., 29(8), 1752–1760.
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Hernández-Montes, E., Aschheim, M., and Gil-Martín, L. M. (2004). “Impact of optimal longitudinal reinforcement on the curvature ductility capacity of reinforced concrete column sections.” Mag. Concr. Res., 56(9), 499–512.
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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 140Issue 1January 2014

History

Received: Jul 3, 2012
Accepted: Dec 17, 2012
Published online: Dec 19, 2012
Published in print: Jan 1, 2014
Discussion open until: Feb 23, 2014

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Authors

Affiliations

D. López-Martín
Associate Professor, Dept. of Structural Mechanics, Univ. of Granada (UGR), Campus Universitario de Fuentenueva, 18072 Granada, Spain.
J. F. Carbonell-Márquez [email protected]
Ph.D. Candidate, Dept. of Structural Mechanics, Univ. of Granada (UGR), Campus Universitario de Fuentenueva, 18072 Granada, Spain (corresponding author). E-mail: [email protected]
L. M. Gil-Martín
Associate Professor, Dept. of Structural Mechanics, Univ. of Granada (UGR), Campus Universitario de Fuentenueva, 18072 Granada, Spain.
E. Hernández-Montes
Full Professor, Dept. of Structural Mechanics, Univ. of Granada (UGR), Campus Universitario de Fuentenueva, 18072 Granada, Spain.

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