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Consolidation of axi‐symmetric bodies subjected to non axi‐symmetric loading

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Publication:4747722
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DOI10.1002/NAG.1610070210zbMath0508.73090OpenAlexW1994023517MaRDI QIDQ4747722

J. R. Booker, John P. Carter

Publication date: 1983

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://espace.library.uq.edu.au/view/UQ:279197/TA1_U4956_NO20.pdf


zbMATH Keywords

pore pressuredisplacementFourier representationaxi-symmetric naturebody and field quantitiesconsolidation of axi-symmetric bodiesfull three-dimensional treatmentnon axi-symmetric loadingreduced to two spatial dimensions and time domain


Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Variational principles of physics (49S05) Numerical and other methods in solid mechanics (74S99)


Related Items (2)

Optimal shape design of axisymmetric structures subject to asymmetric loading ⋮ Fourier series based FE analysis of a disc under prescribed displacements-elastic stress study







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