𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Non-linear analysis of elastic plane frames with crooked bars

✍ Scribed by A. F. Economou; A. N. Kounadis


Publisher
John Wiley and Sons
Year
1987
Tongue
English
Weight
700 KB
Volume
24
Category
Article
ISSN
0029-5981

No coin nor oath required. For personal study only.


πŸ“œ SIMILAR VOLUMES


Shape optimal design of elastic space fr
✍ M. Kegl; H. Antes πŸ“‚ Article πŸ“… 1998 πŸ› John Wiley and Sons 🌐 English βš– 190 KB

This paper describes an approach to shape optimal design of elastic space frames with kinematically non-linear response. A space frame structure is treated as to be assembled from several frame design elements each of them being defined as a skeleton lying on a rational BeΒ΄zier patch. The design var

Shape optimal design of elastic planar f
✍ M. Kegl; B. J. Butinar; M. M. Oblak πŸ“‚ Article πŸ“… 1995 πŸ› John Wiley and Sons 🌐 English βš– 771 KB

## Abstract This paper describes an approach to shape optimal design of elastic planar frames with non‐linear response. The foundation of the proposed approach forms an appropriate strategy of shape representation of the structure, based on the design element technique. A frame structure is treated

A systematic construction of B-bar funct
✍ R. Piltner; R. L. Taylor πŸ“‚ Article πŸ“… 1999 πŸ› John Wiley and Sons 🌐 English βš– 304 KB πŸ‘ 2 views

In a previous paper a modified Hu-Washizu variational formulation has been used to derive an accurate four node plane strain/stress finite element denoted QE2. For the mixed element QE2 two enhanced strain terms are used and the assumed stresses satisfy the equilibrium equations a priori for the lin