𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Adaptive mesh-updating methods for non-linear finite element analysis of shells

✍ Scribed by P. Nordlund; A. E. Giannakopoulos; B. Häggblad


Publisher
John Wiley and Sons
Year
1998
Tongue
English
Weight
259 KB
Volume
43
Category
Article
ISSN
0029-5981

No coin nor oath required. For personal study only.

✦ Synopsis


We consider methods for adaptive updating of computational meshes during incremental loading of non-linear shell and solid structures. In particular, we focus on updating methods where the initial topology of the mesh is maintained. The movement of the mesh (the convective step) is decoupled from the Lagrangian solution step and is done by using separately computed displacement fields, obtained by solving auxiliary thermoelastic problems. The properties of this mesh-updating procedure are investigated and demonstrated on several examples.


📜 SIMILAR VOLUMES


Geometric non-linear analysis of space s
✍ Qun, Zhang ;Mu, Lu ;Wenqi, Kuang 📂 Article 📅 1998 🏛 John Wiley and Sons 🌐 English ⚖ 201 KB 👁 1 views

An updated Lagrangian formulation of the generalized conforming ¯at shell element with drilling degrees of freedom is derived based on the incremental equation of virtual work of a three-dimensional (3D) continuum for a purely geometric non-linear analysis of the space structure. While solving the n

Application of the generalized conformin
✍ Qun, Zhang ;Mu, Lu ;Wenqi, Kuang 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 290 KB 👁 1 views

This paper proves the generalized compatibility of the boundary displacement pattern of the generalized conforming ¯at shell element with drilling degrees of freedom and the central line displacement pattern of the beam element with Hermite interpolation. According to the incremental equation of vir

A NON-LINEAR ADAPTIVE FULL TRI-TREE MULT
✍ Svenøivind Wille 📂 Article 📅 1997 🏛 John Wiley and Sons 🌐 English ⚖ 348 KB 👁 1 views

The full adaptive multigrid method is based on the tri-tree grid generator. The solution of the Navier-Stokes equations is first found for a low Reynolds number. The velocity boundary conditions are then increased and the grid is adapted to the scaled solution. The scaled solution is then used as a

A finite element constitutive update sch
✍ Harrison Poon; M. Fouad Ahmad 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 129 KB 👁 1 views

This study presents a new scheme for performing integration point constitutive updates for anisotropic, small strain, non-linear viscoelasticity, within the context of implicit, non-linear "nite element structural analysis. While the basic scheme has been presented earlier by the authors for linear

Dynamic non-linear analysis of reinforce
✍ Inoue, Norio; Yang, Kejian; Shibata, Akenori 📂 Article 📅 1997 🏛 John Wiley and Sons 🌐 English ⚖ 389 KB 👁 1 views

A numerical procedure for a dynamic non-linear finite element analysis is proposed here to analyse three-dimensional reinforced concrete shear wall structures subjected to earthquake motions. A shear wall is modelled as a quasi-three dimensional structure which is composed of plane elements consider