๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Finite element program for solution of geotechnical problems

โœ Scribed by J.S.N. Rodrigues; N.E. Simons


Publisher
Elsevier Science
Year
1977
Tongue
English
Weight
940 KB
Volume
9
Category
Article
ISSN
0010-4485

No coin nor oath required. For personal study only.

โœฆ Synopsis


Pxn Area of a triangular element or cross-section T of a linear element U Vector of constants u, v, w Strain matrix Vector of constants Un Compliance matrix or auxiliary matrix un Rigidity matrix Nodal displacement vn Young's modulus Row matrix of elements El, E2, E 3 Vertical Young's modulus at corner node i

x, y, z ~X, 0@, ~Z of a triangular element Young's moduli for tension or compression in the principal directions of elasticity x, y, F z, respectively, of an orthotropic body. 0 Shear modulus characterizing the changes of c angles between the principal directions of eo elasticity x andy of an orthotropic body


๐Ÿ“œ SIMILAR VOLUMES


Finite element programs in geotechnical
๐Ÿ“‚ Article ๐Ÿ“… 1975 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 84 KB

C.a.d. in industry ## Finite element programs in geotechnical problems A program, named RODSIM (after RodrIgues and Slmons), based on the fmlte element displacement method has been developed, tested and apphed to the solunon of various geotechnlcal problems RODSIM was developed m the

A finite element solution program for la
โœ Y. K. Cheung; T. P. Khatua ๐Ÿ“‚ Article ๐Ÿ“… 1976 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 616 KB

## Abstract A straightforward and general computer program for assembling and solving (using Gauss elimination technique) widely sparsed finite element matrix equations with very large bandwidth and capable of handling different degreesโ€ofโ€freedom and variable bandwidth at different nodes, is descr

Solution techniques for nonโˆ’linear finit
โœ P. G. Bergan; G. Horrigmoe; B. Brรฅkeland; T. H. Sรธreide ๐Ÿ“‚ Article ๐Ÿ“… 1978 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 989 KB

## Abstract The paper presents a classification of mathematical commonly encountered in connection with solution of nonโˆ’linear finite element problems. The principal methods for numerical solution of the nonโˆ’linear equations are surveyed and discussed. Special emphasis is placed upon the descriptio

A finite element approach to solve conta
โœ Jianqiang Mao ๐Ÿ“‚ Article ๐Ÿ“… 2005 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 534 KB

This paper presents a finite element approach to solve geotechnical problems with interfaces. The behaviours of interfaces obey the Mohr-Coulomb law. The FEM formulae are constructed by means of the principle of virtual displacement with contact boundary. To meet displacement compatibility condition