Nonlinear strain-displacement equations exactly representing large rigid-body motions. III: Analysis of TM shells with constraints
From MaRDI portal
Publication:1033422
DOI10.1016/j.cma.2006.08.016zbMath1173.74429OpenAlexW1969519440MaRDI QIDQ1033422
S. V. Plotnikova, Gennady M. Kulikov
Publication date: 6 November 2009
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.cma.2006.08.016
unilateral constraintsfinite deformationperturbed Lagrangian formulationgeometrically exact solid-shell element
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- A perturbed Lagrangian formulation for the finite element solution of contact problems
- Algorithms for nonlinear contact constraints with application to stability problems of rods and shells
- Mixed finite element formulation for frictionless contact problems
- A finite element method for a class of contact-impact problems
- Nonlinear strain--displacement equations exactly representing large rigid-body motions. I: Timoshenko--Mindlin shell theory
- Nonlinear strain-displacement equations exactly representing large rigid-body motions. II: Enhanced finite element technique
- A note on tangent stiffness for fully nonlinear contact problems
- Finite deformation post-buckling analysis involving inelasticity and contact constraints
- An eighteen-node solid element for thin shell analysis
- Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element
- Reduction technique for tire contact problems
- An efficient assumed strain element model with six DOF per node for geometrically non‐linear shells
- The contact problem for a geometrically non-linear Timoshenko-type shell
- Analysis of initially stressed multilayered shells
This page was built for publication: Nonlinear strain-displacement equations exactly representing large rigid-body motions. III: Analysis of TM shells with constraints
