A beam formulation based on RKPM for the dynamic analysis of stiffened shell structures
From MaRDI portal
Publication:1725917
DOI10.1007/s00466-018-1583-8zbMath1469.74128OpenAlexW2808294584WikidataQ113327246 ScholiaQ113327246MaRDI QIDQ1725917
Y. X. Peng, Shaofan Li, Fu-Ren Ming, A.-Man Zhang
Publication date: 15 February 2019
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-018-1583-8
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Shells (74K25) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15) Numerical and other methods in solid mechanics (74S99)
Related Items
A nonlocal nonlinear stiffened shell theory with stiffeners modeled as geometrically-exact beams ⋮ Improved particle shifting technology and optimized free-surface detection method for free-surface flows in smoothed particle hydrodynamics ⋮ An algorithm for implementing a boundary viscous force with single-layer wall particles based on WCSPH ⋮ A 3D meshfree crack propagation algorithm for the dynamic fracture in arbitrary curved shell ⋮ A Mindlin shell model based on the corrective smoothed particle method and accuracy implementation of the free boundary ⋮ The radial basis reproducing kernel particle method for geometrically nonlinear problem of functionally graded materials ⋮ Reddy's third-order shear deformation shell theory for free vibration analysis of rotating stiffened advanced nanocomposite toroidal shell segments in thermal environments
Cites Work
- Unnamed Item
- An accurate SPH modeling of viscous flows around bodies at low and moderate Reynolds numbers
- \(\delta \)-SPH model for simulating violent impact flows
- A locking-free meshfree curved beam formulation with the stabilized conforming nodal integration
- A finite strain beam formulation. The three-dimensional dynamic problem. I
- A three-dimensional finite-strain rod model. II. Computational aspects
- Reproducing kernel particle methods for large deformation analysis of nonlinear structures
- Analysis of thin shells by the element-free Galerkin method
- Analysis of thin beams, using the meshless local Petrov-Galerkin method, with generalized moving least squares interpolations
- Numerical simulations of large deformation of thin shell structures using meshfree methods
- Nonlinear versions of flexurally superconvergent elements
- Meshless methods for shear-deformable beams and plates
- On the parametrization of finite rotations in computational mechanics. A classification of concepts with application to smooth shells
- Implementation of boundary conditions for meshless methods
- A thick shell model based on reproducing kernel particle method and its application in geometrically nonlinear analysis
- On the finite deflections of thin beams
- A consistent co-rotational formulation for nonlinear, three-dimensional, beam-elements
- Meshfree Particle Methods
- Immersed particle method for fluid-structure interaction
- An SPH shell formulation for plasticity and fracture analysis in explicit dynamics
- Finite element formulations for large deformation dynamic analysis
- Large displacement analysis of three-dimensional beam structures
- A Pressure Projection Method for Nearly Incompressible Rubber Hyperelasticity, Part I: Theory
- Modelling and simulation of fluid structure interaction by meshfree and FEM
- Reproducing kernel particle methods for structural dynamics
- Cracking particles: a simplified meshfree method for arbitrary evolving cracks
- Theory and Applications of Smoothed Particle Hydrodynamics
This page was built for publication: A beam formulation based on RKPM for the dynamic analysis of stiffened shell structures
