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 cor
Finite element programs in geotechnical problems
- Publisher
- Elsevier Science
- Year
- 1975
- Tongue
- English
- Weight
- 84 KB
- Volume
- 7
- Category
- Article
- ISSN
- 0010-4485
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β¦ Synopsis
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
π SIMILAR VOLUMES
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
## Abstract Geotechnical design is increasingly carried out by incorporating the finite element method (FEM), supported by increasing PCβpower. It is discussed and explained with the help of an example to what extent this method can be used as to verifications according to European and German stand