Structural Engineering and Mechanics

  • 제44권4호
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  • Pages.465-485
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  • 2012
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Analytical modelling of multilayer beams with compliant interfaces

  • Skec, L. (University of Rijeka, Faculty of Civil Engineering) ;
  • Schnabl, S. (University of Ljubljana, Faculty of Civil and Geodetic Engineering) ;
  • Planinc, I. (University of Ljubljana, Faculty of Civil and Geodetic Engineering) ;
  • Jelenic, G. (University of Rijeka, Faculty of Civil Engineering)
  • 투고 : 2012.03.21
  • 심사 : 2012.10.24
  • 발행 : 2012.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

Different mathematical models are proposed and their analytical solutions derived for the analysis of linear elastic Reissner's multilayer beams. The models take into account different combinations of contact plane conditions, different material properties of individual layers, different transverse shear deformations of each layer, and different boundary conditions of the layers. The analytical studies are carried out to evaluate the influence of different contact conditions on the static and kinematic quantities. A considerable difference of the results between the models is obtained.

키워드

참고문헌

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  2. A force-based frame finite element formulation for analysis of two- and three-layered composite beams with material non-linearity vol.62, 2014, https://doi.org/10.1016/j.ijnonlinmec.2014.02.001
  3. Derivation of the exact stiffness matrix of shear-deformable multi-layered beam element in partial interaction vol.112, 2016, https://doi.org/10.1016/j.finel.2015.12.004
  4. Analysis of a geometrically exact multi-layer beam with a rigid interlayer connection vol.225, pp.2, 2014, https://doi.org/10.1007/s00707-013-0972-5
  5. Exact finite elements for multilayered composite beam-columns with partial interaction vol.123, 2013, https://doi.org/10.1016/j.compstruc.2013.04.008
  6. Three-dimensional bimetallic layered beams with interface compliance: Analytical solution pp.2041-3076, 2018, https://doi.org/10.1177/1464420718803704
  7. Analytical solution of three-dimensional two-layer composite beam with interlayer slips vol.173, pp.None, 2018, https://doi.org/10.1016/j.engstruct.2018.06.108
  8. Description of behaviour of timber-concrete composite beams including interlayer slip, uplift, and long-term effects: Formulation of the model and coefficient inverse problem vol.194, pp.None, 2012, https://doi.org/10.1016/j.engstruct.2019.05.058