Analysis of Finite Element Methods for the Nonlinear Dynamic Analysis of Shells.
Analysis of optimality conditions for some topology optimization problems in elasticity
The subject of topology optimization has undergone an enormous practical development since the appearance of the paper by Bendso e and Kikuchi (1988), where some ideas from homogenization theory were put into practice. Since then, several engineering applications as well as different approaches have been developed successfully. However, it is difficult to find in the literature some analytical examples that might be used as a test in order to assess the validity of the solutions obtained with different...
Analysis of sectorial plates normally loaded over circular domains. II.
Analysis of Some Low-Order Finite Element Schemes for Mindlin-Reissner and Kirchhoff Plates.
Analytical and numerical study of some variants of Koiter's linear model of thin shells.
Koiter’s linear model for thin shells is obtained from the classic equations of the three-dimensional linear elasticity with the Kirchhoff-Love hypothesis; the variety of formulations of this model is based on the precision of the analysis carried out. In this work we detail these simplifications, and analyse the origin and the error of some variations of the model. We also approximate some of these versions by a nonconforming finite element method and compare the numerical results over some classical...
Analyticity of thermo-elastic semigroups with free boundary conditions
Application of Vekua's dimension reduction method to cusped plates and bars.
Applications of a weighted symmetrization inequality to elastic membranes and plates.
Approximation numérique du cisaillement transverse dans les plaques minces en flexion.
Approximation of a Bending Plate Problem With a Boundary Unilateral Constraint.
Approximation of a Circular Cylindrical Shell by Clough-Johnson Flat Plate Finite Elements.
Approximation of a fourth order variational inequality
Approximation of eigenvalues and a Koehler's type method
Approximation of General Arch Problems by Straight Beam Elements
Approximation of the arch problem by residual-free bubbles
We consider a general loaded arch problem with a small thickness. To approximate the solution of this problem, a conforming mixed finite element method which takes into account an approximation of the middle line of the arch is given. But for a very small thickness such a method gives poor error bounds. the conforming Galerkin method is then enriched with residual-free bubble functions.
Approximation of the arch problem by residual-free bubbles
We consider a general loaded arch problem with a small thickness. To approximate the solution of this problem, a conforming mixed finite element method which takes into account an approximation of the middle line of the arch is given. But for a very small thickness such a method gives poor error bounds. the conforming Galerkin method is then enriched with residual-free bubble functions.
Approximation of the vibration modes of a plate coupled with a fluid by low-order isoparametric finite elements
We analyze an isoparametric finite element method to compute the vibration modes of a plate, modeled by Reissner-Mindlin equations, in contact with a compressible fluid, described in terms of displacement variables. To avoid locking in the plate, we consider a low-order method of the so called MITC (Mixed Interpolation of Tensorial Component) family on quadrilateral meshes. To avoid spurious modes in the fluid, we use a low-order hexahedral Raviart-Thomas elements and a non conforming coupling is...
Approximation of the vibration modes of a plate coupled with a fluid by low-order isoparametric finite elements
We analyze an isoparametric finite element method to compute the vibration modes of a plate, modeled by Reissner-Mindlin equations, in contact with a compressible fluid, described in terms of displacement variables. To avoid locking in the plate, we consider a low-order method of the so called MITC (Mixed Interpolation of Tensorial Component) family on quadrilateral meshes. To avoid spurious modes in the fluid, we use a low-order hexahedral Raviart-Thomas elements and a non conforming coupling...
Approximation technics for an unsteady dynamic Koiter shell.
Arch beam models: finite element analysis and superconvergence.