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

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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[6] 刘振邦,张祁,徐志洪.含非线性拉杆的拱结构的混合仿真研究[J].南京理工大学学报,2018,42(5):547-551.
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[8] Shao X, Enyant G. Development of a versatile hybrid testing system for seismic experimentation[J]. Experimental Techniques, 2015, 38(6):44-60.
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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
  • Department of Civil Engineering, Nanjing University of Science and Technology, Nanjing, China

  • School of Science, Nanjing University of Science and Technology, Nanjing, China

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

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