Mechanical Analysis and Reinforcement for Platform Structures at Top of Super High Pier

Huang Yuhuan; Li Xuyang; Qiao Zhongfa; Ye Jianlong; Zhou Mi; Li Guanghao

doi:doi:10.11648/j.sd.20231102.15

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Mechanical Analysis and Reinforcement for Platform Structures at Top of Super High Pier

Huang Yuhuan, Li Xuyang, Qiao Zhongfa, Ye Jianlong, Zhou Mi, Li Guanghao

Published in Science Discovery (Volume 11, Issue 2)

Received: 18 April 2023 Accepted: 18 April 2023 Published: 23 April 2023

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Abstract

A double-track bridge is continuous steel-truss beam structure, which consists of 7 spans. Because there are 151.5m cantilever erection cases in the construction process of the steel-truss bridge from side pier to main pier, the two super-high piers with height of 110.9m and 133.5m are set at 81m distance from two side piers to shorten the cantilever erection length of the steel-truss bridge. In order to ensure the safety of construction, the whole mechanical models of the steel-truss bridge together with the super-high pier and bearing beam are established in this paper. In the whole erection process of the steel-truss bridge, the bearing beam connects the steel-truss bridge and the super high pier, which is the main bearing structure. Then, the finite element method (FEM) with three dimensional shell elements and body elements is used to analyse the stress and deformation status of the bearing beam during the construction of the continuous steel-truss girder. Based on the analytical results from FEM, the reinforcement schemes are proposed for the initial design of the bearing beam where the local buckling or insufficient strength will occur under dangerous working cases. The structural reinforcement strategy makes the bearing beam meet the safety requirements under the construction process. The results of the present paper can provide reference for pier top layout and reinforcement analysis of similar super-high piers.

Published in	Science Discovery (Volume 11, Issue 2)
DOI	10.11648/j.sd.20231102.15
Page(s)	55-60
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2023. Published by Science Publishing Group

Keywords

Steel Truss Bridge, High Pier, Bearing Beam, Construction, FEM, Reinforcement

References

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[13]	张元植, 罗金辉, 李元齐, 等. 巨型钢管混凝土柱分配梁构造下竖向荷载传递机理研究 (Ⅱ): 数值分析 [J]. 土木工程学报, 2016, 63 (12): 20-30.
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APA Style

Huang Yuhuan, Li Xuyang, Qiao Zhongfa, Ye Jianlong, Zhou Mi, et al. (2023). Mechanical Analysis and Reinforcement for Platform Structures at Top of Super High Pier. Science Discovery, 11(2), 55-60. https://doi.org/10.11648/j.sd.20231102.15

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ACS Style

Huang Yuhuan; Li Xuyang; Qiao Zhongfa; Ye Jianlong; Zhou Mi, et al. Mechanical Analysis and Reinforcement for Platform Structures at Top of Super High Pier. Sci. Discov. 2023, 11(2), 55-60. doi: 10.11648/j.sd.20231102.15

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AMA Style

Huang Yuhuan, Li Xuyang, Qiao Zhongfa, Ye Jianlong, Zhou Mi, et al. Mechanical Analysis and Reinforcement for Platform Structures at Top of Super High Pier. Sci Discov. 2023;11(2):55-60. doi: 10.11648/j.sd.20231102.15

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@article{10.11648/j.sd.20231102.15,
  author = {Huang Yuhuan and Li Xuyang and Qiao Zhongfa and Ye Jianlong and Zhou Mi and Li Guanghao},
  title = {Mechanical Analysis and Reinforcement for Platform Structures at Top of Super High Pier},
  journal = {Science Discovery},
  volume = {11},
  number = {2},
  pages = {55-60},
  doi = {10.11648/j.sd.20231102.15},
  url = {https://doi.org/10.11648/j.sd.20231102.15},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20231102.15},
  abstract = {A double-track bridge is continuous steel-truss beam structure, which consists of 7 spans. Because there are 151.5m cantilever erection cases in the construction process of the steel-truss bridge from side pier to main pier, the two super-high piers with height of 110.9m and 133.5m are set at 81m distance from two side piers to shorten the cantilever erection length of the steel-truss bridge. In order to ensure the safety of construction, the whole mechanical models of the steel-truss bridge together with the super-high pier and bearing beam are established in this paper. In the whole erection process of the steel-truss bridge, the bearing beam connects the steel-truss bridge and the super high pier, which is the main bearing structure. Then, the finite element method (FEM) with three dimensional shell elements and body elements is used to analyse the stress and deformation status of the bearing beam during the construction of the continuous steel-truss girder. Based on the analytical results from FEM, the reinforcement schemes are proposed for the initial design of the bearing beam where the local buckling or insufficient strength will occur under dangerous working cases. The structural reinforcement strategy makes the bearing beam meet the safety requirements under the construction process. The results of the present paper can provide reference for pier top layout and reinforcement analysis of similar super-high piers.},
 year = {2023}
}

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TY  - JOUR
T1  - Mechanical Analysis and Reinforcement for Platform Structures at Top of Super High Pier
AU  - Huang Yuhuan
AU  - Li Xuyang
AU  - Qiao Zhongfa
AU  - Ye Jianlong
AU  - Zhou Mi
AU  - Li Guanghao
Y1  - 2023/04/23
PY  - 2023
N1  - https://doi.org/10.11648/j.sd.20231102.15
DO  - 10.11648/j.sd.20231102.15
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 55
EP  - 60
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20231102.15
AB  - A double-track bridge is continuous steel-truss beam structure, which consists of 7 spans. Because there are 151.5m cantilever erection cases in the construction process of the steel-truss bridge from side pier to main pier, the two super-high piers with height of 110.9m and 133.5m are set at 81m distance from two side piers to shorten the cantilever erection length of the steel-truss bridge. In order to ensure the safety of construction, the whole mechanical models of the steel-truss bridge together with the super-high pier and bearing beam are established in this paper. In the whole erection process of the steel-truss bridge, the bearing beam connects the steel-truss bridge and the super high pier, which is the main bearing structure. Then, the finite element method (FEM) with three dimensional shell elements and body elements is used to analyse the stress and deformation status of the bearing beam during the construction of the continuous steel-truss girder. Based on the analytical results from FEM, the reinforcement schemes are proposed for the initial design of the bearing beam where the local buckling or insufficient strength will occur under dangerous working cases. The structural reinforcement strategy makes the bearing beam meet the safety requirements under the construction process. The results of the present paper can provide reference for pier top layout and reinforcement analysis of similar super-high piers.
VL  - 11
IS  - 2
ER  -

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Author Information

Huang Yuhuan

Zhejiang Communications Group Testing Technology Co., Ltd, Hangzhou, China
Li Xuyang

Zhejiang Digital Communication Academy Technology Co., Ltd, Hangzhou, China
Qiao Zhongfa

Zhejiang Communications Group Testing Technology Co., Ltd, Hangzhou, China
Ye Jianlong

Zhejiang Communications Group Testing Technology Co., Ltd, Hangzhou, China
Zhou Mi

Zhejiang Communications Group Testing Technology Co., Ltd, Hangzhou, China
Li Guanghao

Zhejiang Communications Group Testing Technology Co., Ltd, Hangzhou, China

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Plain Text BibTeX RIS

APA Style

Huang Yuhuan, Li Xuyang, Qiao Zhongfa, Ye Jianlong, Zhou Mi, et al. (2023). Mechanical Analysis and Reinforcement for Platform Structures at Top of Super High Pier. Science Discovery, 11(2), 55-60. https://doi.org/10.11648/j.sd.20231102.15

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ACS Style

Huang Yuhuan; Li Xuyang; Qiao Zhongfa; Ye Jianlong; Zhou Mi, et al. Mechanical Analysis and Reinforcement for Platform Structures at Top of Super High Pier. Sci. Discov. 2023, 11(2), 55-60. doi: 10.11648/j.sd.20231102.15

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AMA Style

Huang Yuhuan, Li Xuyang, Qiao Zhongfa, Ye Jianlong, Zhou Mi, et al. Mechanical Analysis and Reinforcement for Platform Structures at Top of Super High Pier. Sci Discov. 2023;11(2):55-60. doi: 10.11648/j.sd.20231102.15

Copy | Download

@article{10.11648/j.sd.20231102.15,
  author = {Huang Yuhuan and Li Xuyang and Qiao Zhongfa and Ye Jianlong and Zhou Mi and Li Guanghao},
  title = {Mechanical Analysis and Reinforcement for Platform Structures at Top of Super High Pier},
  journal = {Science Discovery},
  volume = {11},
  number = {2},
  pages = {55-60},
  doi = {10.11648/j.sd.20231102.15},
  url = {https://doi.org/10.11648/j.sd.20231102.15},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20231102.15},
  abstract = {A double-track bridge is continuous steel-truss beam structure, which consists of 7 spans. Because there are 151.5m cantilever erection cases in the construction process of the steel-truss bridge from side pier to main pier, the two super-high piers with height of 110.9m and 133.5m are set at 81m distance from two side piers to shorten the cantilever erection length of the steel-truss bridge. In order to ensure the safety of construction, the whole mechanical models of the steel-truss bridge together with the super-high pier and bearing beam are established in this paper. In the whole erection process of the steel-truss bridge, the bearing beam connects the steel-truss bridge and the super high pier, which is the main bearing structure. Then, the finite element method (FEM) with three dimensional shell elements and body elements is used to analyse the stress and deformation status of the bearing beam during the construction of the continuous steel-truss girder. Based on the analytical results from FEM, the reinforcement schemes are proposed for the initial design of the bearing beam where the local buckling or insufficient strength will occur under dangerous working cases. The structural reinforcement strategy makes the bearing beam meet the safety requirements under the construction process. The results of the present paper can provide reference for pier top layout and reinforcement analysis of similar super-high piers.},
 year = {2023}
}

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TY  - JOUR
T1  - Mechanical Analysis and Reinforcement for Platform Structures at Top of Super High Pier
AU  - Huang Yuhuan
AU  - Li Xuyang
AU  - Qiao Zhongfa
AU  - Ye Jianlong
AU  - Zhou Mi
AU  - Li Guanghao
Y1  - 2023/04/23
PY  - 2023
N1  - https://doi.org/10.11648/j.sd.20231102.15
DO  - 10.11648/j.sd.20231102.15
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 55
EP  - 60
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20231102.15
AB  - A double-track bridge is continuous steel-truss beam structure, which consists of 7 spans. Because there are 151.5m cantilever erection cases in the construction process of the steel-truss bridge from side pier to main pier, the two super-high piers with height of 110.9m and 133.5m are set at 81m distance from two side piers to shorten the cantilever erection length of the steel-truss bridge. In order to ensure the safety of construction, the whole mechanical models of the steel-truss bridge together with the super-high pier and bearing beam are established in this paper. In the whole erection process of the steel-truss bridge, the bearing beam connects the steel-truss bridge and the super high pier, which is the main bearing structure. Then, the finite element method (FEM) with three dimensional shell elements and body elements is used to analyse the stress and deformation status of the bearing beam during the construction of the continuous steel-truss girder. Based on the analytical results from FEM, the reinforcement schemes are proposed for the initial design of the bearing beam where the local buckling or insufficient strength will occur under dangerous working cases. The structural reinforcement strategy makes the bearing beam meet the safety requirements under the construction process. The results of the present paper can provide reference for pier top layout and reinforcement analysis of similar super-high piers.
VL  - 11
IS  - 2
ER  -

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