A cylindrical tank-foundation-halfspace interaction using an energy approach

DOI10.1016/0045-7825(86)90135-0zbMath0576.73116OpenAlexW2072534097MaRDI QIDQ1064876

B. George

Publication date: 1986

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(86)90135-0

zbMATH Keywords

frictionless contactenergy formulationfoundationflexural behaviordeflectionsdeflected shaperelative stiffnessinteraction problemat any point on the platecylindrical storage tank-(plate) foundation systemeconomical design of the (plate) foundationflexural momentsisotropic halfspacelocation of the tank wallparametric nondimensional studypower series in terms of the radial coordinaterigidly connectedtank wall

Mathematics Subject Classification ID

Contact in solid mechanics (74M15) Theories of friction (tribology) (74A55)

Related Items (4)

Analysis of circular plate - elastic half-space interaction using an energy approach ⋮ Analysis of tank-foundation-half-space interaction using an energy approach ⋮ Analysis of moderately thick restrained circular plates resting on an isotropic elastic half space ⋮ Variational approach for settlement analysis of circular plate on multilayered soil

Cites Work

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• On modelling steady state and transient creep of polycrystalline solids
• The relation between load and penetration in the axisymmetric Boussinesq problem for a punch of arbitrary profile
• 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
• The analysis of liquid storage tanks on deep elastic foundations

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