Affiliations: [a] School of Civil Engineering, Changsha University of Science & Technology, Changsha, Hunan, China | [b] Department of Architectural Engineering, Hunan Urban Construction College, Xiangtan, Hunan, China | [c] Engineering Technology Department, Hunan No. 3 Engineering Co. Ltd., Xiangtan, Hunan, China
Correspondence:
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Corresponding author: Bo Xu, School of Civil Engineering, Changsha University of Science & Technology, Changsha, Hunan 410114, China. E-mail: xb13975285476@163.com.
Abstract: The traditional stability evaluation method of corrugated steel web box girder ignores the calculation of evaluation index weight, which leads to large deviation of evaluation results. Therefore, a new fuzzy comprehensive evaluation method for the overall stability of box girder with corrugated steel webs is proposed. According to the structural characteristics of corrugated steel web box girder, the stability coefficient of corrugated steel web box girder is calculated, and the stability calculation index of corrugated steel web box girder is obtained. In this paper, the constraint equation of bridge instability process is introduced, and Midas civil software is used to simulate the instability of box girder with corrugated steel webs during bridge construction. Based on this, the instability of the bridge is analyzed, the index weight of the anti-instability ability of the box girder with corrugated steel webs under different loads is calculated, and the overall stability of the box girder with corrugated steel webs is evaluated by fuzzy comprehensive evaluation. The test results show that this method can accurately evaluate the overall stability of box girder with corrugated steel webs, and the calculation accuracy is increased by 32.7% and the calculation speed is increased by about 1.62 seconds. It has high credibility and authenticity.
