𝔖 Bobbio Scriptorium
✦   LIBER   ✦

On an assertion of J. Rhodes and the finite basis and finite vertex rank problems for pseudovarieties

✍ Scribed by Benjamin Steinberg

Publisher
Elsevier Science
Year
2004
Tongue
English
Weight
312 KB
Volume
186
Category
Article
ISSN
0022-4049

No coin nor oath required. For personal study only.

✦ Synopsis

J. Rhodes asserted at in Braga in 1997, in response to a question of J. Almeida, that A * G is not ΓΏnite vertex rank. We prove his assertion and more. By way of contrast, we show that G * A is local, i.e. has vertex rank 1.

πŸ“œ SIMILAR VOLUMES

An analysis of the finite element method
An analysis of the finite element method for natural convection problems
✍ J. Boland; W. Layton πŸ“‚ Article πŸ“… 1990 πŸ› John Wiley and Sons 🌐 English βš– 510 KB

We derive stability properties and error estimates for the finite element method when used to approximate heat flow in a fluid enclosed by a solid medium. The coupled Navier Stokes system involves the Boussinesq equations in the fluid-filled cavity linked through an interface with heat conduction in

An algebraic domain decomposition algori
An algebraic domain decomposition algorithm for the vector finite-element analysis of 3D electromagnetic field problems
✍ R. S. Chen; Edward K. N. Yung; C. H. Chan; D. X. Wang; J. M. Jin πŸ“‚ Article πŸ“… 2002 πŸ› John Wiley and Sons 🌐 English βš– 116 KB πŸ‘ 1 views

## Abstract This Letter, proposes an algebraic domain decomposition algorithm (ADDA) to solve large sparse linear systems derived from the vector finite‐element method (FEM) for 3D electromagnetic field problems. The proposed method segments the problem into several smaller pieces, solves each subp

On using different finite elements with
On using different finite elements with an automatic adaptive refinement procedure for the solution of 2-D stress analysis problems
✍ C. K. Lee; R. E. Hobbs πŸ“‚ Article πŸ“… 1997 πŸ› John Wiley and Sons 🌐 English βš– 439 KB πŸ‘ 2 views

A series of numerical tests is carried out employing some commonly used finite elements for the solution of 2-D elastostatic stress analysis problems with an automatic adaptive refinement procedure. Different kinds of elements including Lagrangian quadrilateral and triangular elements, serendipity q