Matched Asymptotic Expansions for Cables with Small Bending Stiffness: Analytical Form-Finding of Multispan Cable Systems

Long-span cable problems are governed by differential equations with singular perturbations as a result of the small bending stiffness compared to the cable’s self-weight. We use the method of matched asymptotic expansions for such singular problems to construct accurate analytical solutions and use these to formulate a general and geometrically exact theory of analytical form-finding for multispan cable systems. We apply the theory to two classes of problems: suspension bridge problems, in which the span shapes are given and the cable lengths need to be found; and transmission line problems, in which the cable lengths are given and the span shapes need to be found. The governing algebraic equations are conveniently developed on a per-span basis. The two types of problems require different solution approaches: in the former, spans are solved in series, while in the latter they are solved in parallel. The provided analytical expressions could be used for efficient experimentation in early design stages.

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Publication Details

Journal
Journal of Engineering Mechanics
Published
2026-06-18
DOI
https://doi.org/10.1061/jenmdt.emeng-8770
Primary Topic
Structural Analysis and Optimization
Type
article
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article

Matched Asymptotic Expansions for Cables with Small Bending Stiffness: Analytical Form-Finding of Multispan Cable Systems

G.H.M. van der Heijden, Yan Feng
Journal of Engineering Mechanics
Structural Analysis and Optimization
article

Matched Asymptotic Expansions for Cables with Small Bending Stiffness: Analytical Form-Finding of Multispan Cable Systems

G.H.M. van der Heijden, Yan Feng
article en

Abstract

Long-span cable problems are governed by differential equations with singular perturbations as a result of the small bending stiffness compared to the cable’s self-weight. We use the method of matched asymptotic expansions for such singular problems to construct accurate analytical solutions and use these to formulate a general and geometrically exact theory of analytical form-finding for multispan cable systems. We apply the theory to two classes of problems: suspension bridge problems, in which the span shapes are given and the cable lengths need to be found; and transmission line problems, in which the cable lengths are given and the span shapes need to be found. The governing algebraic equations are conveniently developed on a per-span basis. The two types of problems require different solution approaches: in the former, spans are solved in series, while in the latter they are solved in parallel. The provided analytical expressions could be used for efficient experimentation in early design stages.

Journal of Engineering MechanicsVol. 152(9)
Southeast University (BD), University College London (GB)
Openalex Percentile: Top 10%
Structural Analysis and Optimization
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