Efficient multi-objective constrained Bayesian optimization of bridge girder

Abstract The buildings and construction sector is a significant source of greenhouse gas emissions, with cement production alone contributing 7 % of global emissions and the industry as a whole accounting for approximately 37 %. Reducing emissions by optimizing structural design can achieve significant global benefits. This article introduces an efficient multi-objective constrained Bayesian optimization approach to address this challenge. Rather than attempting to determine the full set of non-dominated solutions with arbitrary trade-offs, the approach searches for a solution matching a specified trade-off. Structural design is typically conducted using computationally expensive finite element simulations, whereas Bayesian optimization offers an efficient approach for optimizing problems that involve such high-cost simulations. The proposed method integrates proper orthogonal decomposition for dimensionality reduction of simulation results with Kriging partial least squares to enhance efficiency. Constrained expected improvement is used as an acquisition function for Bayesian optimization. The approach is demonstrated through a case study of a two-lane, three-span post-tensioned concrete bridge girder, incorporating fifteen design variables and nine constraints. A comparison with conventional design methods demonstrates the potential of this optimization approach to achieve substantial cost reductions, with savings of approximately 10% to 15% in financial costs and about 20% in environmental costs for the case study, while ensuring structural integrity. Replication of Results Results from the finite element analyses can be made available upon request by e-mailing the corresponding author. The methods used for the optimization and creation of surrogate models were performed as described in the article.

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Publication Details

Journal
Structural and Multidisciplinary Optimization
Published
2025-10-01
DOI
https://doi.org/10.1007/s00158-025-04157-x
Citations
2
Primary Topic
Structural Health Monitoring Techniques
Type
article
Field-Weighted Citation Impact
1.91

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article

Efficient multi-objective constrained Bayesian optimization of bridge girder

Joseph Morlier, Heine Havneraas Røstum, Ketil Aas-Jakobsen, Sébastien Gros
2 citations
Structural and Multidisciplinary Optimization
Structural Health Monitoring Techniques
1.91
article

Efficient multi-objective constrained Bayesian optimization of bridge girder

Joseph Morlier, Heine Havneraas Røstum, Ketil Aas-Jakobsen, Sébastien Gros
article en
2 citations

Abstract

Abstract The buildings and construction sector is a significant source of greenhouse gas emissions, with cement production alone contributing 7 % of global emissions and the industry as a whole accounting for approximately 37 %. Reducing emissions by optimizing structural design can achieve significant global benefits. This article introduces an efficient multi-objective constrained Bayesian optimization approach to address this challenge. Rather than attempting to determine the full set of non-dominated solutions with arbitrary trade-offs, the approach searches for a solution matching a specified trade-off. Structural design is typically conducted using computationally expensive finite element simulations, whereas Bayesian optimization offers an efficient approach for optimizing problems that involve such high-cost simulations. The proposed method integrates proper orthogonal decomposition for dimensionality reduction of simulation results with Kriging partial least squares to enhance efficiency. Constrained expected improvement is used as an acquisition function for Bayesian optimization. The approach is demonstrated through a case study of a two-lane, three-span post-tensioned concrete bridge girder, incorporating fifteen design variables and nine constraints. A comparison with conventional design methods demonstrates the potential of this optimization approach to achieve substantial cost reductions, with savings of approximately 10% to 15% in financial costs and about 20% in environmental costs for the case study, while ensuring structural integrity. Replication of Results Results from the finite element analyses can be made available upon request by e-mailing the corresponding author. The methods used for the optimization and creation of surrogate models were performed as described in the article.

Structural and Multidisciplinary OptimizationVol. 68(10)
Association for Asian Studies (US), Université Fédérale de Toulouse Midi-Pyrénées (FR), Norwegian University of Science and Technology (NO), National Higher French Institute of Aeronautics and Space (FR)
Norges Teknisk-Naturvitenskapelige Universitet, Norges Forskningsråd, Universidade de Lisboa, St. Olavs Hospital Universitetssykehuset i Trondheim, Instituto Superior Técnico
Openalex Percentile: Top 13%
Structural Health Monitoring Techniques
1.91
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