Structural Engineering and Mechanics

  • 제65권4호
  • /
  • Pages.389-400
  • /
  • 2018
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Effect of temperature and spring-mass systems on modal properties of Timoshenko concrete beam

  • Liu, Hanbing (College of Transportation, Jilin University) ;
  • Wang, Hua (College of Transportation, Jilin University) ;
  • Tan, Guojin (College of Transportation, Jilin University) ;
  • Wang, Wensheng (College of Transportation, Jilin University) ;
  • Liu, Ziyu (College of Transportation, Jilin University)
  • 투고 : 2017.07.19
  • 심사 : 2018.01.23
  • 발행 : 2018.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

An exact solution for the title problem was obtained in closed-form fashion considering general boundary conditions. The expressions of moment, shear and shear coefficient (or shear factor) of cross section under the effect of arbitrary temperature distribution were first derived. In view of these relationships, the differential equations of Timoshenko beam under the effect of temperature were obtained and solved. Second, the characteristic equations of Timoshenko beam carrying several spring-mass systems under the effect of temperature were derived based on the continuity and force equilibrium conditions at attaching points. Then, the correctness of proposed method was demonstrated by a Timoshenko laboratory beam and several finite element models. Finally, the influence law of different temperature distribution modes and parameters of spring-mass system on the modal characteristics of Timoshenko beam had been studied, respectively.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China

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