Analysis of simply supported and clamped Reissner's plates on Pasternak-type foundation by the boundary element method
From MaRDI portal
Publication:1654627
DOI10.1016/j.enganabound.2014.11.017zbMath1403.74143OpenAlexW2066295509MaRDI QIDQ1654627
V. J. Karam, N. S. Ribeiro, M. Altoé
Publication date: 9 August 2018
Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.enganabound.2014.11.017
Plates (74K20) Boundary element methods applied to problems in solid mechanics (74S15) Boundary element methods for boundary value problems involving PDEs (65N38)
Related Items (1)
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- A new boundary element method for bending of plates on elastic foundations
- Fundamental solutions and boundary integral equations for Reissner's plates on two parameter foundations
- Boundary integral formulation for plate flexure with arbitrary boundary conditions
- A general boundary integral formulation for the numerical solution of plate bending problems
- Boundary element analysis of thick Reissner plates on two-parameter foundation
- A boundary/domain element method for analysis of building raft foundations
- Application of the boundary integral equation method to Reissner's plate model
- The boundary element method for thick plates on a Winkler foundation
- A boundary integral equation formulation for thick plates on a winkler foundation
- Fundamental solution and boundary element analysis of thick plates on Winkler foundation
- A boundary element formulation for a Reissner plate on a Pasternak foundation
- Elastic and Viscoelastic Foundation Models
This page was built for publication: Analysis of simply supported and clamped Reissner's plates on Pasternak-type foundation by the boundary element method
