Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure

Zhang Yong; Xu Zhihong; Chen Jiahao

doi:doi:10.11648/j.sd.20200805.15

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Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure

Zhang Yong, Xu Zhihong, Chen Jiahao

Published in Science Discovery (Volume 8, Issue 5)

Received: 8 September 2020 Published: 17 October 2020

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Abstract

In this paper, a hybrid simulation test method is used to study the cooperative deformation of nonlinear steel-cable structures. The general structural deformation analysis methods include the overall structure model test method and the numerical simulation method. The overall structure model test method is costly and the process is complicated; the numerical simulation method requires high requirements and requires prior knowledge of the constitutive relationship of the structure or component. The hybrid simulation test method combines the advantages of the two, that is, the entire structure is divided into two, one part is used as a test substructure for model testing, and the other is used as a numerical substructure for numerical simulation. In this study, the nonlinear cable is used as the experimental substructure for model test, and the rest of the cable is used as the numerical substructure for numerical simulation. Through the synchronous interactive feedback of the data between the two, the combined deformation of the nonlinear frame-type steel-cable structure is gradually obtained. Finally, the results of the hybrid simulation test are compared with the results of the numerical simulation test to verify the effectiveness of the hybrid simulation test method. The research in this paper can provide a new method for the combined deformation calculation of nonlinear steel-cable structures.

Published in	Science Discovery (Volume 8, Issue 5)
DOI	10.11648/j.sd.20200805.15
Page(s)	101-106
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), 2020. Published by Science Publishing Group

Keywords

Hybrid Simulation Test, Nonlinear Cable, Combined Deformation, Numerical Simulation Test, Nonlinear Steel-Cable Structure

References

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APA Style

Zhang Yong, Xu Zhihong, Chen Jiahao. (2020). Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure. Science Discovery, 8(5), 101-106. https://doi.org/10.11648/j.sd.20200805.15

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ACS Style

Zhang Yong; Xu Zhihong; Chen Jiahao. Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure. Sci. Discov. 2020, 8(5), 101-106. doi: 10.11648/j.sd.20200805.15

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AMA Style

Zhang Yong, Xu Zhihong, Chen Jiahao. Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure. Sci Discov. 2020;8(5):101-106. doi: 10.11648/j.sd.20200805.15

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@article{10.11648/j.sd.20200805.15,
  author = {Zhang Yong and Xu Zhihong and Chen Jiahao},
  title = {Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure},
  journal = {Science Discovery},
  volume = {8},
  number = {5},
  pages = {101-106},
  doi = {10.11648/j.sd.20200805.15},
  url = {https://doi.org/10.11648/j.sd.20200805.15},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20200805.15},
  abstract = {In this paper, a hybrid simulation test method is used to study the cooperative deformation of nonlinear steel-cable structures. The general structural deformation analysis methods include the overall structure model test method and the numerical simulation method. The overall structure model test method is costly and the process is complicated; the numerical simulation method requires high requirements and requires prior knowledge of the constitutive relationship of the structure or component. The hybrid simulation test method combines the advantages of the two, that is, the entire structure is divided into two, one part is used as a test substructure for model testing, and the other is used as a numerical substructure for numerical simulation. In this study, the nonlinear cable is used as the experimental substructure for model test, and the rest of the cable is used as the numerical substructure for numerical simulation. Through the synchronous interactive feedback of the data between the two, the combined deformation of the nonlinear frame-type steel-cable structure is gradually obtained. Finally, the results of the hybrid simulation test are compared with the results of the numerical simulation test to verify the effectiveness of the hybrid simulation test method. The research in this paper can provide a new method for the combined deformation calculation of nonlinear steel-cable structures.},
 year = {2020}
}

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TY  - JOUR
T1  - Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure
AU  - Zhang Yong
AU  - Xu Zhihong
AU  - Chen Jiahao
Y1  - 2020/10/17
PY  - 2020
N1  - https://doi.org/10.11648/j.sd.20200805.15
DO  - 10.11648/j.sd.20200805.15
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 101
EP  - 106
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20200805.15
AB  - In this paper, a hybrid simulation test method is used to study the cooperative deformation of nonlinear steel-cable structures. The general structural deformation analysis methods include the overall structure model test method and the numerical simulation method. The overall structure model test method is costly and the process is complicated; the numerical simulation method requires high requirements and requires prior knowledge of the constitutive relationship of the structure or component. The hybrid simulation test method combines the advantages of the two, that is, the entire structure is divided into two, one part is used as a test substructure for model testing, and the other is used as a numerical substructure for numerical simulation. In this study, the nonlinear cable is used as the experimental substructure for model test, and the rest of the cable is used as the numerical substructure for numerical simulation. Through the synchronous interactive feedback of the data between the two, the combined deformation of the nonlinear frame-type steel-cable structure is gradually obtained. Finally, the results of the hybrid simulation test are compared with the results of the numerical simulation test to verify the effectiveness of the hybrid simulation test method. The research in this paper can provide a new method for the combined deformation calculation of nonlinear steel-cable structures.
VL  - 8
IS  - 5
ER  -

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Author Information

Zhang Yong

Department of Civil Engineering, Nanjing University of Science and Technology, Nanjing, China
Xu Zhihong

School of Science, Nanjing University of Science and Technology, Nanjing, China
Chen Jiahao

Department of Civil Engineering, Nanjing University of Science and Technology, Nanjing, China

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APA Style

Zhang Yong, Xu Zhihong, Chen Jiahao. (2020). Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure. Science Discovery, 8(5), 101-106. https://doi.org/10.11648/j.sd.20200805.15

Copy | Download

ACS Style

Zhang Yong; Xu Zhihong; Chen Jiahao. Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure. Sci. Discov. 2020, 8(5), 101-106. doi: 10.11648/j.sd.20200805.15

Copy | Download

AMA Style

Zhang Yong, Xu Zhihong, Chen Jiahao. Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure. Sci Discov. 2020;8(5):101-106. doi: 10.11648/j.sd.20200805.15

Copy | Download

@article{10.11648/j.sd.20200805.15,
  author = {Zhang Yong and Xu Zhihong and Chen Jiahao},
  title = {Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure},
  journal = {Science Discovery},
  volume = {8},
  number = {5},
  pages = {101-106},
  doi = {10.11648/j.sd.20200805.15},
  url = {https://doi.org/10.11648/j.sd.20200805.15},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20200805.15},
  abstract = {In this paper, a hybrid simulation test method is used to study the cooperative deformation of nonlinear steel-cable structures. The general structural deformation analysis methods include the overall structure model test method and the numerical simulation method. The overall structure model test method is costly and the process is complicated; the numerical simulation method requires high requirements and requires prior knowledge of the constitutive relationship of the structure or component. The hybrid simulation test method combines the advantages of the two, that is, the entire structure is divided into two, one part is used as a test substructure for model testing, and the other is used as a numerical substructure for numerical simulation. In this study, the nonlinear cable is used as the experimental substructure for model test, and the rest of the cable is used as the numerical substructure for numerical simulation. Through the synchronous interactive feedback of the data between the two, the combined deformation of the nonlinear frame-type steel-cable structure is gradually obtained. Finally, the results of the hybrid simulation test are compared with the results of the numerical simulation test to verify the effectiveness of the hybrid simulation test method. The research in this paper can provide a new method for the combined deformation calculation of nonlinear steel-cable structures.},
 year = {2020}
}

Copy | Download

TY  - JOUR
T1  - Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure
AU  - Zhang Yong
AU  - Xu Zhihong
AU  - Chen Jiahao
Y1  - 2020/10/17
PY  - 2020
N1  - https://doi.org/10.11648/j.sd.20200805.15
DO  - 10.11648/j.sd.20200805.15
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 101
EP  - 106
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20200805.15
AB  - In this paper, a hybrid simulation test method is used to study the cooperative deformation of nonlinear steel-cable structures. The general structural deformation analysis methods include the overall structure model test method and the numerical simulation method. The overall structure model test method is costly and the process is complicated; the numerical simulation method requires high requirements and requires prior knowledge of the constitutive relationship of the structure or component. The hybrid simulation test method combines the advantages of the two, that is, the entire structure is divided into two, one part is used as a test substructure for model testing, and the other is used as a numerical substructure for numerical simulation. In this study, the nonlinear cable is used as the experimental substructure for model test, and the rest of the cable is used as the numerical substructure for numerical simulation. Through the synchronous interactive feedback of the data between the two, the combined deformation of the nonlinear frame-type steel-cable structure is gradually obtained. Finally, the results of the hybrid simulation test are compared with the results of the numerical simulation test to verify the effectiveness of the hybrid simulation test method. The research in this paper can provide a new method for the combined deformation calculation of nonlinear steel-cable structures.
VL  - 8
IS  - 5
ER  -

Copy | Download