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Author:

Shi, Yong-Jiu (Shi, Yong-Jiu.) | Yang, Lu (Yang, Lu.) (Scholars:杨璐) | Wang, Yuan-Qing (Wang, Yuan-Qing.) | Li, Qiu-Zhe (Li, Qiu-Zhe.)

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Abstract:

The bending behavior of the simply-supported composite slim beam with deep deck and the stress and strain distributions in sections were investigated by test and FEM numerical simulation using software ANSYS. The results indicated that the sections of the beam remain flat during the elastic deformation stage, so the classical beam theory in material mechanics was used to analyze the bending stiffness of beam sections and the average stiffness of the simply-supported beam in combination with the measuring data in tests. A formula to calculate the bending stiffness of the simply-supported composite slim beam with deep deck was proposed.

Keyword:

Strain Software testing Composite beams and girders Bending tests Finite element method Stiffness Bending (deformation)

Author Community:

  • [ 1 ] [Shi, Yong-Jiu]Department of Civil Engineering, Tsinghua University, Beijing 100084, China
  • [ 2 ] [Shi, Yong-Jiu]The Key Laboratory of Structure Engineering and Vibration of Ministry of Education, Tsinghua University, Beijing 100084, China
  • [ 3 ] [Yang, Lu]Department of Civil Engineering, Tsinghua University, Beijing 100084, China
  • [ 4 ] [Yang, Lu]The Key Laboratory of Structure Engineering and Vibration of Ministry of Education, Tsinghua University, Beijing 100084, China
  • [ 5 ] [Yang, Lu]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Wang, Yuan-Qing]Department of Civil Engineering, Tsinghua University, Beijing 100084, China
  • [ 7 ] [Wang, Yuan-Qing]The Key Laboratory of Structure Engineering and Vibration of Ministry of Education, Tsinghua University, Beijing 100084, China
  • [ 8 ] [Li, Qiu-Zhe]Department of Civil Engineering, Tsinghua University, Beijing 100084, China
  • [ 9 ] [Li, Qiu-Zhe]The Key Laboratory of Structure Engineering and Vibration of Ministry of Education, Tsinghua University, Beijing 100084, China

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Source :

Journal of Jilin University (Engineering and Technology Edition)

ISSN: 1671-5497

Year: 2010

Issue: 6

Volume: 40

Page: 1550-1555

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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