Design of bending-moment-free catenary arches of finite thickness: a discrete geometric approach

Abstract Although a one-dimensional catenary arch subjected to its self-weight is simply compressed and bending-moment-free, when this arch is three-dimensional and has a constant rectangular cross-section of finite dimensions, the centroids of its voussoirs are displaced towards the extrados. This displacement prevents the arch from being geometrically compatible with a bending-moment-free state, a contradiction known as the catenary arch bending-moment-free paradox [1]. Firstly, this paper demonstrates that this paradox is not exclusive to rectangular cross-sections, but extends to any trapezoidal cross-section, ruling out any continuous solution to the centroid eccentricity problem. This impossibility result motivates a discrete approach to solve a geometrical problem: find the voussoir geometry such that the eccentricity between the centroidal axis and the catenary curve is zero for all voussoirs, subject to the constraint of uniform volume distribution along the catenary axis. The proposed method is based on the discretisation of a catenary curve into small segments of equal length, such that both the volumetric centroids of the voussoirs and the centroids of the normal sections are located on the catenary curve. Three alternative designs for the voussoir shape are developed and analysed. The method is founded on a closed-form analytical geometric formulation, and the accuracy of the solution increases with the number of voussoirs. Furthermore, a closed-form expression for the minimum number of voussoirs required to achieve a prescribed accuracy is derived. The outcomes obtained from the design of various arches reveal the geometric and structural properties of the resulting forms. The proposed design has been verified by graphic statics, confirming that the resulting arches are geometrically compatible with a bending-moment-free state. The described method could be part of an integrated process of designing and manufacturing voussoirs using 3D printing for more efficient arches and vaulted structures.

Authors

Institutions

Publication Details

Journal
Acta Mechanica
Published
2026-07-22
DOI
https://doi.org/10.1007/s00707-026-04813-3
Primary Topic
Topology Optimization in Engineering
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Design of bending-moment-free catenary arches of finite thickness: a discrete geometric approach

Rodrigo Martín-Sáiz, Blas Herrera
Acta Mechanica
Topology Optimization in Engineering
article

Design of bending-moment-free catenary arches of finite thickness: a discrete geometric approach

Rodrigo Martín-Sáiz, Blas Herrera
article en

Abstract

Abstract Although a one-dimensional catenary arch subjected to its self-weight is simply compressed and bending-moment-free, when this arch is three-dimensional and has a constant rectangular cross-section of finite dimensions, the centroids of its voussoirs are displaced towards the extrados. This displacement prevents the arch from being geometrically compatible with a bending-moment-free state, a contradiction known as the catenary arch bending-moment-free paradox [1]. Firstly, this paper demonstrates that this paradox is not exclusive to rectangular cross-sections, but extends to any trapezoidal cross-section, ruling out any continuous solution to the centroid eccentricity problem. This impossibility result motivates a discrete approach to solve a geometrical problem: find the voussoir geometry such that the eccentricity between the centroidal axis and the catenary curve is zero for all voussoirs, subject to the constraint of uniform volume distribution along the catenary axis. The proposed method is based on the discretisation of a catenary curve into small segments of equal length, such that both the volumetric centroids of the voussoirs and the centroids of the normal sections are located on the catenary curve. Three alternative designs for the voussoir shape are developed and analysed. The method is founded on a closed-form analytical geometric formulation, and the accuracy of the solution increases with the number of voussoirs. Furthermore, a closed-form expression for the minimum number of voussoirs required to achieve a prescribed accuracy is derived. The outcomes obtained from the design of various arches reveal the geometric and structural properties of the resulting forms. The proposed design has been verified by graphic statics, confirming that the resulting arches are geometrically compatible with a bending-moment-free state. The described method could be part of an integrated process of designing and manufacturing voussoirs using 3D printing for more efficient arches and vaulted structures.

Acta Mechanica
Universitat Rovira i Virgili (ES), Universitat Politècnica de Catalunya (ES)
Sustainable cities and communities
Openalex Percentile: Top 13%
Topology Optimization in Engineering
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.