Meshfree collocation framework for multi-phase coupling nonlinear dynamic system in a porous enclosure
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Publication:6538054
DOI10.1142/s0219455422710043zbMATH Open1537.74047MaRDI QIDQ6538054
Publication date: 14 May 2024
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Newton-Raphson methodreproducing kernel approximationcentral difference methoddouble-diffusive convectiondirect collocationmulti-phase coupling
Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Numerical and other methods in solid mechanics (74S99)
Cites Work
- Oscillatory double-diffusive convection in a rectangular enclosure with combined horizontal temperature and concentration gradients
- Reproducing kernel particle methods for large deformation analysis of nonlinear structures
- Strong-form framework for solving boundary value problems with geometric nonlinearity
- A meshfree stabilized collocation method (SCM) based on reproducing kernel approximation
- Numerical investigation of double-diffusive convection in rectangular cavities with different aspect ratio. I: High-accuracy numerical method
- A gradient reproducing kernel collocation method for high order differential equations
- Double-diffusive natural convection in parallelogrammic enclosures filled with fluid-saturated porous media
- Arbitrary order recursive formulation of meshfree gradients with application to superconvergent collocation analysis of Kirchhoff plates
- A gradient reproducing kernel based stabilized collocation method for the static and dynamic problems of thin elastic beams and plates
- A least squares recursive gradient meshfree collocation method for superconvergent structural vibration analysis
- An efficient weighted residual time integration family
- A comparative study of implicit and explicit composite time integration schemes
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Time-dependent nonlinear collocation method and stability analysis for natural convection problems ⋮ A unified meshfree path to arbitrary order Hermite finite elements for Euler-Bernoulli beams
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