Structural Engineering and Mechanics

  • 제33권5호
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  • Pages.573-588
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  • 2009
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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An assumed-stress hybrid element for modeling of plates with shear deformations on elastic foundation

  • Darilmaz, Kutlu (Department of Civil Engineering, Istanbul Technical University)
  • 투고 : 2009.04.20
  • 심사 : 2009.09.24
  • 발행 : 2009.11.30
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper a four-node hybrid stress element is proposed for analysing arbitrarily shaped plates on a two parameter elastic foundation. The element is developed by combining a hybrid plate stress element and a soil element. The formulation is based on Hellinger-Reissner variational principle in which both inter element compatible boundary displacement and equilibrated stress fields for the plate as well as the foundation are chosen separately. This formulation also allows a low order polynomial interpolation functions. Numerical examples are presented to show that the validity and efficiency of the present element for the plate analysis resting on an elastic foundation. In these examples the effect of soil depth, interaction between closed plates on soil parameters, comparison with Winkler hypothesis is investigated.

키워드

참고문헌

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피인용 문헌

  1. Development of Analysis Method for Mat Foundations Considering Coupled Soil Springs vol.30, pp.12, 2014, https://doi.org/10.7843/kgs.2014.30.12.41
  2. 3D analytical method for mat foundations considering coupled soil springs vol.8, pp.6, 2015, https://doi.org/10.12989/gae.2015.8.6.845
  3. A parametric study for thick plates resting on elastic foundation with variable soil depth vol.83, pp.4, 2013, https://doi.org/10.1007/s00419-012-0703-8
  4. Influence of aspect ratio and fibre orientation on the stability of simply supported orthotropic skew plates vol.11, pp.5, 2009, https://doi.org/10.12989/scs.2011.11.5.359
  5. Nonlinear vibration of hybrid composite plates on elastic foundations vol.37, pp.4, 2009, https://doi.org/10.12989/sem.2011.37.4.367