Multi-criteria shape optimization of open-spandrel concrete arch bridges: Pareto front development and decision-making

Abstract

Purpose

This paper aims to study the shape of the concrete arched bridge by particle swarm optimization algorithm.

Design/methodology/approach

Finite element model of open-spandrel concrete arch bridges was constructed using a number of parameters. Design variables of optimization problem include height of skewback abutment, height of arch crown, position of crown with respect to global axes and left and right radius of up and down arches. After parametric modeling of bridge geometry and application of multi-objective particle swarm optimization, the shape optimization of bridge arch was determined. The concrete volume used in bridge substructure construction and maximum principal tensile stress of concrete arch body was adopted as two objective functions in this study. The optimization problem aims to minimize the two objective functions. Geometric and stress constraints are also included in the problem.

Findings

Based on the results presented in the paper, the Pareto front is generated which helps the decision-maker or designer to pick the compromise solution from among 20 optimum designs according to their subjective preferences or engineering judgment, respectively. Moreover, to help the decision-maker, the two multiple objective decision-making methods were used for selection of the best solution from among nondominated solutions.

Originality/value

This research aims to solve an interesting optimization problem in structural engineering. Optimization of arch bridges structure was done for reducing construction costs and increasing safety for the first time.

Citation

Pouraminian, M. and Pourbakhshian, S. (2019), "Multi-criteria shape optimization of open-spandrel concrete arch bridges: Pareto front development and decision-making", World Journal of Engineering, Vol. 16 No. 5, pp. 670-680. https://doi.org/10.1108/WJE-04-2019-0104