𝔖 Bobbio Scriptorium
✦   LIBER   ✦

A geometrical non-linear brick element based on the EAS-method

✍ Scribed by S. Klinkel; W. Wagner

Publisher
John Wiley and Sons
Year
1997
Tongue
English
Weight
210 KB
Volume
40
Category
Article
ISSN
0029-5981

No coin nor oath required. For personal study only.

✦ Synopsis

This paper presents the development of a 3-D brick element with enhanced assumed strains for a geometrically non-linear theory. Some linear and non-linear examples show that this element can be used successfully in the whole range of solid structures. Thin 2-D-and 3-D-beam and shell structures are calculated with few 3-D elements and the results are the same as for shell or beam elements. ? 1997

πŸ“œ SIMILAR VOLUMES

A STRAIN-AND-DISPLACEMENT-BASED VARIATIO
A STRAIN-AND-DISPLACEMENT-BASED VARIATIONAL METHOD APPLIED TO GEOMETRICALLY NON-LINEAR SHELLS
✍ C. C. CELIGOJ πŸ“‚ Article πŸ“… 1996 πŸ› John Wiley and Sons 🌐 English βš– 614 KB

A geometrically non-linear hybrid nine-node finite 2D-shell element is presented. The theoretical formulation is based on a Reissner functional in strains and displacements. The increments of which are interpolated with respect to different spatially fixed triads: both the displacement and rotation