Technical Papers
Jul 27, 2024

In-Plane Stability Analysis of Circular Box Arches with Sinusoidal Corrugated Webs

Publication: Journal of Structural Engineering
Volume 150, Issue 10

Abstract

In this paper, a novel arch structure—circular box arch with sinusoidal corrugated webs (CBASCW)—is presented. Through the methods of theoretical derivation and finite element simulation, we studied its in-plane elastic buckling and in-plane elastoplastic stability. Through theoretical derivation, a shear stiffness formula of the arch section is determined, and the elastic buckling load when the arch is in pure compression state is proposed considering the shear deformation. We also introduced a simplified model, which can simulate the deformation and internal forces conveniently. The failure mode and global elastoplastic instability mechanism are investigated under uniformly distributed full-span radial load, uniformly distributed full-span vertical load, and uniformly distributed half-span vertical load. Furthermore, by introducing a regular slenderness ratio and stability coefficient, the stability curve of the arch under the state of pure compression is plotted. Subsequently, based on the stability curve and the numerical simulation results of a simplified model, a design formula for the stability bearing capacity is proposed for situations where global elastoplastic instability occurs.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This paper was supported by the National Natural Science Foundation of China (Grant No. 51168010).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 10October 2024

History

Received: Nov 2, 2023
Accepted: Mar 14, 2024
Published online: Jul 27, 2024
Published in print: Oct 1, 2024
Discussion open until: Dec 27, 2024

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Zijie Xu
Professor, Research Center of Space Structures, Guizhou Univ., Guiyang 550000, China.
Research Center of Space Structures, Guizhou Univ., Guiyang 550000, China (corresponding author). Email: [email protected]
Senping Wang
Research Center of Space Structures, Guizhou Univ., Guiyang 550000, China.
Yang Yu
Manager, Guizhou Branch of China Railway Construction Group Co., Ltd., Liangjiapo Big Data Industrial Park, Huaxi, Guiyang, Guizhouâ 550000, China.
Lianjie Yin
Chief Engineer, Guizhou Branch of China Railway Construction Group Co., Ltd., Liangjiapo Big Data Industrial Park, Huaxi, Guiyang, Guizhouâ 550000, China.

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