A Koiter reduction technique for the nonlinear thermoelastic analysis of shell structures prone to buckling
From MaRDI portal
Publication:6061745
DOI10.1002/nme.6868zbMath1526.74018OpenAlexW3210303880MaRDI QIDQ6061745
Francesco Liguori, Domenico Magisano, Leonardo Leonetti, Antonio Madeo, Giovanni Garcea
Publication date: 31 October 2023
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.6868
Thermal effects in solid mechanics (74F05) Bifurcation and buckling (74G60) Shells (74K25) Isogeometric methods applied to problems in solid mechanics (74S22)
Related Items (3)
A mixed integration point (MIP) formulation for hyperelastic Kirchhoff-Love shells for nonlinear static and dynamic analysis ⋮ A novel reduced-order method using mixed nonlinear kinematics for geometrically nonlinear analysis of thin-walled structures ⋮ A novel and highly efficient strategy to determine the `worst' imperfection shape for buckling of cylindrical shell panels
Cites Work
- Unnamed Item
- An incremental approach to the solution of snapping and buckling problems
- The Koiter-Newton approach using von Kármán kinematics for buckling analyses of imperfection sensitive structures
- Selective and reduced numerical integrations for NURBS-based isogeometric analysis
- Postbuckling behavior and imperfection sensitivity of elastic structures by the Lyapunov-Schmidt-Koiter approach
- An isogeometric formulation of the Koiter's theory for buckling and initial post-buckling analysis of composite shells
- Isogeometric analysis for nonlinear planar Kirchhoff rods: weighted residual formulation and collocation of the strong form
- Multi-material topology optimization for thermal buckling criteria
- A simplified Kirchhoff-Love large deformation model for elastic shells and its effective isogeometric formulation
- Isogeometric analysis of 3D beams for arbitrarily large rotations: locking-free and path-independent solution without displacement DOFs inside the patch
- A robust penalty coupling of non-matching isogeometric Kirchhoff-Love shell patches in large deformations
- A large rotation finite element analysis of 3D beams by incremental rotation vector and exact strain measure with all the desirable features
- Isogeometric analysis: an overview and computer implementation aspects
- How to improve efficiency and robustness of the Newton method in geometrically non-linear structural problem discretized via displacement-based finite elements
- Optimal quadrature for univariate and tensor product splines
- An efficient isogeometric solid-shell formulation for geometrically nonlinear analysis of elastic shells
- Generalised path-following for well-behaved nonlinear structures
- The Quadratic Eigenvalue Problem
- In-plane response of laminates with spatially varying fiber orientations - Variable stiffness concept
- Finite elements for post-buckling analysis. II—Application to composite plate assemblies
- Isogeometric Analysis
- An eight-node hybrid-stress solid-shell element for geometric non-linear analysis of elastic shells
- Determination of optimum effective parameters on thermal buckling of hybrid composite plates with quasi-square cut-out using a genetic algorithm
- Thermal buckling of rectangular plates
- Thermal postbuckling behavior of imperfect shear deformable laminated plates with temperature-dependent properties
This page was built for publication: A Koiter reduction technique for the nonlinear thermoelastic analysis of shell structures prone to buckling