Limit state analysis of reinforced concrete slabs using an integrated radial basis function based mesh-free method
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Publication:2294921
DOI10.1016/j.apm.2017.08.006zbMath1480.74290OpenAlexW2747063634MaRDI QIDQ2294921
Publication date: 12 February 2020
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2017.08.006
limit analysissecond order cone programmingyield designmesh-free methodintegrated radial basis function
Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05) Optimization of other properties in solid mechanics (74P10)
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Cites Work
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- A smoothed Hermite radial point interpolation method for thin plate analysis
- Approximation of function and its derivatives using radial basis function networks
- Yield design of reinforced concrete slabs using a rotation-free meshfree method
- Displacement and equilibrium mesh-free formulation based on integrated radial basis functions for dual yield design
- Analysis of thin plates by the element-free Galerkin method
- On the performance of non-conforming finite elements for the upper bound limit analysis of plates
- A thin plate formulation without rotation DOFs based on the radial point interpolation method and triangular cells
- Limit analysis of plates and slabs using a meshless equilibrium formulation
- Remarks on some properties of conic yield restrictions in limit analysis
- A moving Kriging interpolation-based meshless method for numerical simulation of Kirchhoff plate problems
- Limit analysis for plates: the exact solution for a clamped square plate of isotropic homogeneous material obeying the square yield criteron and loaded by uniform pressure
- A general non-linear optimization algorithm for lower bound limit analysis
- Detailed formulation of the rotation‐free triangular element “S3” for general purpose shell analysis
- An efficient indirect RBFN‐based method for numerical solution of PDEs
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