Development Status of Torsional Effects in Composite Box Girders with Corrugated Steel Webs

CHEN Yiyan; ZHANG Hao; GAO Yuanyuan; ZHOU Jianjie; ZHAO Qiu

doi:10.3724/j.gyjzG23101921

Volume 55 Issue 11

Nov. 2025

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2025 > 55(11): 89-96

CHEN Yiyan, ZHANG Hao, GAO Yuanyuan, ZHOU Jianjie, ZHAO Qiu. Development Status of Torsional Effects in Composite Box Girders with Corrugated Steel Webs[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(11): 89-96. doi: 10.3724/j.gyjzG23101921

Citation:

CHEN Yiyan, ZHANG Hao, GAO Yuanyuan, ZHOU Jianjie, ZHAO Qiu. Development Status of Torsional Effects in Composite Box Girders with Corrugated Steel Webs[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(11): 89-96. doi: 10.3724/j.gyjzG23101921

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Development Status of Torsional Effects in Composite Box Girders with Corrugated Steel Webs

doi: 10.3724/j.gyjzG23101921

School of Civil Engineering, Fuzhou University, Fuzhou 350000, China

Received Date: 2023-10-19
Available Online: 2026-01-06
Publish Date: 2025-11-20

Abstract

Abstract

Composite box girder bridges with corrugated steel webs have been widely used in bridge construction due to their light weight， aesthetic appearance， and rational structural behavior. However， due to the thin web， significant torsional effects occur under eccentric loads， which may compromise structural safety. To gain a comprehensive understanding of the torsional performance of such girders， this paper reviews research progress in four aspects： calculation theory， numerical simulations， model tests， and torsional capacity. Results show that it is feasible to apply Umansky’s second theory to calculate torsional stresses in composite box girders with corrugated steel webs. The elastoplastic theoretical model can predict the complete force curves of such girders under pure torsion； however， its computational efficiency and stability require further improvement. Although some studies have been conducted on concrete diaphragms， lining concrete， and web inclination， a unified calculation formula and design method are still lacking. Moreover， existing formulas for torsional capacity do not adequately account for dimensional parameters， structural configurations， and failure modes， indicating a need for further research.
- torsional effect,
- review,
- composite box girder with corrugated steel webs,
- elastoplastic theory,
- torsional capacity

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References(67)

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