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The finite element model of pre-twisted Euler beam based on general displacement solution

  • Huang, Ying (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Chen, Changhong (School of Mechanics and Civil Engineering, Northwestern Polytechnical University) ;
  • Zou, Haoran (School of Mechanics and Civil Engineering, Northwestern Polytechnical University) ;
  • Yao, Yao (School of Mechanics and Civil Engineering, Northwestern Polytechnical University)
  • Received : 2018.10.08
  • Accepted : 2019.01.13
  • Published : 2019.03.10

Abstract

Based on the displacement general solution of a pre-twisted Euler-Bernoulli beam, the shape function and stiffness matrix are deduced, and a new finite element model is proposed. Comparison analyses are made between the new proposed numerical model based on displacement general solution and the ANSYS solution by Beam188 element based on infinite approach. The results show that developed numerical model is available for the pre-twisted Euler-Bernoulli beam, and that also provide an accuracy finite element model for the numerical analysis. The effects of pre-twisted angle and flexural stiffness ratio on the mechanical property are also investigated.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China, China Scholarship Council, Shaanxi National Science Foundation of China

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