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The effective depth of soil stratum for plates resting on elastic foundation

  • Daloglu, Ayse T. (Department of Civil Engineering, Karadeniz Technical University) ;
  • Ozgan, K. (Department of Civil Engineering, Karadeniz Technical University)
  • 투고 : 2003.03.29
  • 심사 : 2003.11.10
  • 발행 : 2004.08.25

초록

The purpose of this paper is to determine the subsoil depth affected from the load on the plate resting on elastic foundation using stress distribution within the subsoil that will be occurred depending on the loading and dimension of the plate. An iterative method is developed in order to determine the effective depth of the subsoil under the plate. Numerical examples from the technical literature are solved by means of the method suggested herein and displacements, bending moments and shear forces are presented in graphical and tabular forms to evaluate the effects of the limit depth considered in the study. Results showed the efficiency and simplicity of the present approach for the plate resting on an elastic foundation.

키워드

참고문헌

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피인용 문헌

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  2. Preconsolidation, structural strength of soil, and its effect on subsoil upper structure interaction vol.33, pp.4, 2011, https://doi.org/10.1016/j.engstruct.2010.12.041
  3. Fast analytical estimation of the influence zone depth, its numerical verification and FEM accuracy testing vol.33, pp.5, 2009, https://doi.org/10.12989/sem.2009.33.5.635
  4. Analytic bending solutions of free rectangular thin plates resting on elastic foundations by a new symplectic superposition method vol.469, pp.2153, 2013, https://doi.org/10.1098/rspa.2012.0681
  5. Nonlinear Hygro-Thermo-Mechanical Analysis of Functionally Graded Plates Using a Fifth-Order Plate Theory vol.44, pp.10, 2004, https://doi.org/10.1007/s13369-019-03894-8
  6. Analysis of functionally graded plates resting on elastic foundation and subjected to non-linear hygro-thermo-mechanical loading vol.1, pp.4, 2004, https://doi.org/10.1007/s42791-019-00024-1