Reinforced Concrete Predimensioning to Enhance Optimization

Author:

Sanabra Marc,Scanlon Andrew

Abstract

<p> Due to the nature of the material, reinforced concrete elements normally need a complex computation process to find efficient sections. Recommendations of some main codes face the problem by offering very simple non-transparent all purpose predimensioning criteria. This paper demonstrates how transparency and accuracy are not in contradiction with simple predimensioning methods. This opens the possibility to make it easier to reach optimization of reinforced concrete elements.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference14 articles.

1. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318R-08) and Commentary", American Concrete Institute, Farmington Hills, Michigan, 2008, p. 473.

2. European Committee for Standardization, "EN 1992:2004 Eurocode 2: Design of concrete structures Part 1-1: General rules and rules for buildings", European Committee for Standardization, Brussels, 2010, p. 225.

3. GROSSMAN J.S., "Simplified Computations for Effective Moment of Inertia, Ie and Minimum Thickness to Avoid Deflection Computations", ACI Journal, Proceedings, Vol. 78, No. 6, 1981, pp. 423-439.

4. RANGAN B.V., "Control of Beam Deflections by Allowable Span-to-Depth Ratios", ACI Journal, Proceedings, Vol. 79, No. 5, 1982, pp. 372-377.

5. BONDY K.B., "ACI Code Deflection Requirements – Time for a Change?", Serviceability of Concrete, SP-225, F. Barth, R. Frosch, H. Nassif and A. Scanlon, eds., American Concrete Institute, Farmington Hills, Michigan, pp. 133-145.

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