Optimal flexural design of FRP-reinforced concrete beams using a particle swarm optimizer

Mauro Innocente, Luís L. Torres, X. Cahís, G. Barbeta, A. Catalán

Research output: Chapter in Book/Report/Conference proceedingConference proceeding

Abstract

The design of the cross-section of an FRP-reinforced concrete beam is an iterative process of estimating both its dimensions and the reinforcement ratio, followed by the check of the compliance of a number of strength and serviceability constraints. The process continues until a suitable solution is found. Since there are infinite solutions to the problem, it appears convenient to define some optimality criteria so as to measure the relative goodness of the different solutions. This paper intends to develop a preliminary least-cost section design model that follows the recommendations in the ACI 440.1 R-06, and uses a relatively new artificial intelligence (AI) technique called “particle swarm optimization” (PSO) to handle the optimization tasks. The latter is based on the intelligence that emerges from the low-level interactions among a number of relatively non-intelligent individuals within a population.
Original languageEnglish
Title of host publicationProceedings of the 8th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures
Number of pages10
Publication statusPublished - Jul 2007
Externally publishedYes
Event8th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures - Patras, Greece
Duration: 16 Jul 200718 Jul 2007
Conference number: 8

Conference

Conference8th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures
CountryGreece
CityPatras
Period16/07/0718/07/07

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    Innocente, M., Torres, L. L., Cahís, X., Barbeta, G., & Catalán, A. (2007). Optimal flexural design of FRP-reinforced concrete beams using a particle swarm optimizer. In Proceedings of the 8th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures