Analysis of circular plate - elastic half-space interaction using an energy approach
DOI10.1016/0307-904X(88)90036-4zbMath0645.73014OpenAlexW1998578675MaRDI QIDQ1103438
Publication date: 1988
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0307-904x(88)90036-4
principle of minimum potential energyplate deflectionflexural behaviorisotropic elastic half-spacecontact stress distributioneven power series expansionplate radial momentsmooth and continuous contactuniformly loaded thin flexible circular plates
Contact in solid mechanics (74M15) Plates (74K20) Stress concentrations, singularities in solid mechanics (74G70) Theories of friction (tribology) (74A55)
Related Items (6)
Cites Work
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- A cylindrical tank-foundation-halfspace interaction using an energy approach
- A theoretical estimate of the tilt of a surface foundation due to an inclined anchor load applied at the interior of the soil medium
- Finite difference solution for circular plates on elastic foundations
- On the estimation of the deformability characteristics of an isotropic elastic soil medium by means of a vane test
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