The objective of the this paper is to present the numerical results of the computational implementation of a mathematical formulation based on the Finite Element Method (FEM) for the analysis of axisymmetric structures subjected to axisymmetric loads with materials in linear elastic regime. Fortran 90/95 (1) programming language was used to implement this formulation which allows obtaining stress, strain and displacement values along the axisymmetric structure. The implementations performed were checked by comparing the responses of the implemented computer program with results in the literature and/ or modelings carried out with the aid of ANSYS 17 software.
The objective of the this paper is to present the numerical results of the computational implementation of a mathematical formulation based on the Finite Element Method (FEM) for the analysis of axisymmetric structures subjected to axisymmetric loads with materials in linear elastic regime. Fortran 90/95 (1) programming language was used to implement this formulation which allows obtaining stress, strain and displacement values along the axisymmetric structure. The implementations performed were checked by comparing the responses of the implemented computer program with results in the literature ... show more
Engineering, Civil
Computer Science, Theory & Methods