An alternative treatment of body forces in the BEM for thick plates resting on elastic foundations
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Publication:1595076
DOI10.1016/S0955-7997(00)00027-8zbMath0978.74079OpenAlexW2020461005MaRDI QIDQ1595076
Publication date: 31 January 2002
Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0955-7997(00)00027-8
boundary element methodplate bendingkernelbody forcesuniform loadingfirst Green identitystress resultant
Related Items (4)
Efficient evaluation of plate-half space interaction using contour integrals ⋮ A BIEM approach to a time-harmonic analysis of saturated soil-structure interaction with elastic-type contact conditions ⋮ A pure boundary element analysis of Reissner's shear deformable plates subjected to higher-order polynomial loading ⋮ A BIEM approach to an external problem of time-harmonic elastodynamics with elastic-type boundary conditions
Cites Work
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- A note on the body force integral of classical elastostatics
- Fundamental solutions for thick foundation plates
- The Boundary Integral Equation Method for Plates Resting on a Two-Parameter Foundation
- The direct boundary element method in plate bending
- A self‐adaptive co‐ordinate transformation for efficient numerical evaluation of general boundary element integrals
- Treatment of Body Forces in 2D Elastostatic BEM Using Particular Integrals
- Application of the boundary integral equation method to Reissner's plate model
- The multiple Reciprocity boundary element method in elasticity: A new approach for transforming domain integrals to the boundary
- A boundary element formulation for a Reissner plate on a Pasternak foundation
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