Optimal Shape of an Arch under a Central Point Load for Maximum Buckling Load
Publication: Journal of Engineering Mechanics
Volume 150, Issue 8
Abstract
This technical note presents the optimal shape of an arch carrying a central point load to two pinned supports for maximum in-plane bifurcation buckling load. The arch shapes considered are triangular, parabolic, circular, catenary, and ogival. It is assumed that the arches are elastic and inextensible and their flexural rigidity is uniform throughout the arch length. The Hencky bar-chain model was used for elastic buckling analysis. It is found that the optimal arch shape depends on the arch apex height to length () ratio. The optimal arch shape changes from circular to catenary to parabolic and finally to triangular from to 1. This shows that the funicular triangular arch shape for the central point load is not the optimal arch shape against in-plane buckling when is less than 0.528. For maximum buckling load, one may use either the circular, catenary, or parabolic arch with approximately equal to 0.3.
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Data Availability Statement
Some or all data, models, or code generated or used during the study are available from the corresponding author by request, MATLAB code for HBM models.
References
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© 2024 American Society of Civil Engineers.
History
Received: Dec 14, 2023
Accepted: Jan 29, 2024
Published online: May 30, 2024
Published in print: Aug 1, 2024
Discussion open until: Oct 30, 2024
ASCE Technical Topics:
- Arches
- Bars (structure)
- Buckling
- Continuum mechanics
- Design (by type)
- Dynamics (solid mechanics)
- Elastic analysis
- Engineering fundamentals
- Engineering mechanics
- Geometry
- Load factors
- Mathematics
- Maximum loads
- Paraboloid
- Solid mechanics
- Static loads
- Statics (mechanics)
- Structural analysis
- Structural design
- Structural dynamics
- Structural engineering
- Structural members
- Structural systems
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