The Elastic-Analysis-Based Study on the Internal Force and Deformation of the Double-System Composite Guideway

To fill the gaps in the theoretical research on the internal force and deformation of the DSCG, the development law of the internal force and deformation of DSCG was explored in conjunction with the theory of elastic analysis. In addition, a finite element model was established to validate the calculation results. The results showed that using different pre-stressing increment calculation methods affected the calculation results of the composite interface deformation, with the equivalent section method accounting for 0.74% and the principle of the virtual work method for 0.03%. On the other hand, the development of internal forces and deformations in the DSCG was closely related to the magnitude of the load forms and axle weights. At the same time, material non-linearity had less influence on these factors. Finally, the development patterns of the internal forces and deformations of the DSCG with different spans were similar. The specific values were closely related to the span of the guideway, and the interfacial slip, axial force, and deflection of the DSCG with span L = 25 m were 0.60, 0.41, and 0.23 times those of the DSCG with span L = 35 m, respectively. The conclusions of this paper fill the gaps in the theoretical study of multi-system guideways.

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Publication Details

Journal
Buildings
Published
2024-08-30
DOI
https://doi.org/10.3390/buildings14092718
Citations
3
Primary Topic
Engineering Applied Research
Type
article
Field-Weighted Citation Impact
0.78

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article

The Elastic-Analysis-Based Study on the Internal Force and Deformation of the Double-System Composite Guideway

Jiacheng Li, Zhengwei Bai, Eryu Zhu, Honghe Jian et al.
3 citations
Buildings
Engineering Applied Research
0.78
article

The Elastic-Analysis-Based Study on the Internal Force and Deformation of the Double-System Composite Guideway

Jiacheng Li, Zhengwei Bai, Eryu Zhu, Honghe Jian, Wenchao Cai
article en
3 citations

Abstract

To fill the gaps in the theoretical research on the internal force and deformation of the DSCG, the development law of the internal force and deformation of DSCG was explored in conjunction with the theory of elastic analysis. In addition, a finite element model was established to validate the calculation results. The results showed that using different pre-stressing increment calculation methods affected the calculation results of the composite interface deformation, with the equivalent section method accounting for 0.74% and the principle of the virtual work method for 0.03%. On the other hand, the development of internal forces and deformations in the DSCG was closely related to the magnitude of the load forms and axle weights. At the same time, material non-linearity had less influence on these factors. Finally, the development patterns of the internal forces and deformations of the DSCG with different spans were similar. The specific values were closely related to the span of the guideway, and the interfacial slip, axial force, and deflection of the DSCG with span L = 25 m were 0.60, 0.41, and 0.23 times those of the DSCG with span L = 35 m, respectively. The conclusions of this paper fill the gaps in the theoretical study of multi-system guideways.

BuildingsVol. 14(9)
Beijing Jiaotong University (CN)
National Natural Science Foundation of China
Peace, Justice and strong institutions
Openalex Percentile: Top 31%
Engineering Applied Research
0.78
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