Technical Papers
Jul 30, 2024

Aerostatic Stability and Bifurcation for Long-Span Bridges Based on Reduced Order Modeling via Singular Value Decomposition

Publication: Journal of Bridge Engineering
Volume 29, Issue 10

Abstract

The traditional nonlinear aerostatic instability of long-span bridges is based on a two-layer iteration method that accurately predicts the structural equilibrium path before the critical buckling point. Due to strong nonlinearity after buckling, this traditional method cannot easily calculate the structural equilibrium and possible bifurcation using either Newton–Raphson or arc-length methods. In this study, a reduced order modeling (ROM) method for long-span bridge aerostatic deformation is proposed to approximate the bridge aerostatic equilibrium path after the critical point. The structural deformation mode shapes are extracted through singular value decomposition performed on the deformation matrix, and the nonlinear structural stiffness matrix is determined through the indirect displacement-based method on the finite-element method (FEM) platform. The ROM method is validated through comparison against the aerostatic deformation by the traditional two-layer iteration method based on FEM. By extending to higher wind speed, the ROM method can approximate the bridge deformation after initial buckling, and pitchfork bifurcation is observed after the structure undergoes rapid deformation growth. The stability of the equilibrium paths is examined through the Jacobian of restoring force vector, and the “snap-through” phenomenon exists for the equilibrium path before the bifurcation point.

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Acknowledgments

The authors gratefully acknowledge the support of National Natural Science Foundation of China (52008314, 52078383), and National Key Research and Development Program of China (2021YFF0502200, 2022YFC3005302). Any opinions, findings, and conclusions or recommendations are those of the authors and do not necessarily reflect the views of the above agencies.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 29Issue 10October 2024

History

Received: Apr 15, 2023
Accepted: May 6, 2024
Published online: Jul 30, 2024
Published in print: Oct 1, 2024
Discussion open until: Dec 30, 2024

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Assistant Professor, State Key Lab of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Key Laboratory of Transport Industry of Wind Resistant Technology for Bridge Structures, Tongji Univ., Shanghai 200092, China; Dept. of Bridge Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). ORCID: https://orcid.org/0000-0001-7489-923X. Email: [email protected]
Graduate Student, State Key Lab of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; College of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China. ORCID: https://orcid.org/0009-0005-7805-5866. Email: [email protected]
Professor, State Key Lab of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Key Laboratory of Transport Industry of Wind Resistant Technology for Bridge Structures, Tongji Univ., Shanghai 200092, China; Dept. of Bridge Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Professor, State Key Lab of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Key Laboratory of Transport Industry of Wind Resistant Technology for Bridge Structures, Tongji Univ., Shanghai 200092, China; Dept. of Bridge Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]

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