Structural Engineering and Mechanics

  • 제67권3호
  • /
  • Pages.291-300
  • /
  • 2018
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  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Single variable shear deformation model for bending analysis of thick beams

  • Abdelbari, Salima (Departement de Genie Civil, Institut des Sciences et de la Technologie, Centre Universitaire de Ain Temouchent) ;
  • Amar, Lemya Hanifi Hachemi (Departement de Genie Civil et Hydraulique, Faculte de Technologie, Universite Dr Tahar Moulay) ;
  • Kaci, Abdelhakim (Civil Engineering Department, Faculty of Technology, Material and Hydrology Laboratory, University of Sidi Bel Abbes) ;
  • Tounsi, Abdelouahed (Civil Engineering Department, Faculty of Technology, Material and Hydrology Laboratory, University of Sidi Bel Abbes)
  • 투고 : 2017.11.12
  • 심사 : 2018.05.19
  • 발행 : 2018.08.10
⟨ 이전 논문 다음 논문 ⟩

초록

In this work, a new trigonometry theory of shear deformation is developed for the static analysis of thick isotropic beams. The number of variables used in this theory is identical to that required in the theory of Euler-Bernoulli, sine function is used in the displacement field in terms of the coordinates of the thickness to represent the effects of shear deformation. The advantage of this theory is that shear stresses can be obtained directly from the relationships constitute, while respecting the boundary conditions at the free surface level of the beam. Therefore, this theory avoids the use of shear correction coefficients. The differential equilibrium equations are obtained using the principle of virtual works. A thick isotropic beam is considered, whose numerical study to show the effectiveness of this theory.

키워드

참고문헌

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피인용 문헌

  1. Free and forced analysis of perforated beams vol.31, pp.5, 2018, https://doi.org/10.12989/scs.2019.31.5.489