Structural Engineering and Mechanics

  • 제53권3호
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  • Pages.443-453
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  • 2015
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Analysis of thermally induced vibration of cable-beam structures

  • Deng, Han-Qing (School of Electromechanical Engineering, Xidian University) ;
  • Li, Tuan-Jie (School of Electromechanical Engineering, Xidian University) ;
  • Xue, Bi-Jie (School of Electromechanical Engineering, Xidian University) ;
  • Wang, Zuo-Wei (School of Electromechanical Engineering, Xidian University)
  • 투고 : 2013.09.29
  • 심사 : 2014.07.03
  • 발행 : 2015.02.10
⟨ 이전 논문 다음 논문 ⟩

초록

Cable-beam structures characterized by variable stiffness nonlinearities are widely found in various structural engineering applications, for example in space deployable structures. Space deployable structures in orbit experience both high temperature caused by sun's radiation and low temperature by Earth's umbral shadow. The space temperature difference is above 300K at the moment of exiting or entering Earth's umbral shadow, which results in structural thermally induced vibration. To understand the thermally induced oscillations, the analytical expression of Boley parameter of cable-beam structures is firstly deduced. Then, the thermally induced vibration of cable-beam structures is analyzed using finite element method to verify the effectiveness of Boley parameter. Finally, by analyzing the obtained numerical results and the corresponding Boley parameters, it can be concluded that the derived expression of Boley parameter is valid to evaluate the occurrence conditions of thermally induced vibration of cable-beam structures and the key parameters influencing structural thermal flutter are the cable stiffness and thickness of beams.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation, Central Universities

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피인용 문헌

  1. Hybrid Active Wave/Mode Control of Space Prestressed Taut Cable Net Structures vol.10, pp.06, 2018, https://doi.org/10.1142/S175882511850062X
  2. An efficient and simple refined theory for free vibration of functionally graded plates under various boundary conditions vol.16, pp.1, 2015, https://doi.org/10.12989/gae.2018.16.1.001
  3. Temperature variation in steel beams subjected to thermal loads vol.34, pp.6, 2020, https://doi.org/10.12989/scs.2020.34.6.819
  4. Parameter analyses of suspended cables subjected to simultaneous combination, super and sub-harmonic excitations vol.40, pp.2, 2021, https://doi.org/10.12989/scs.2021.40.2.203