Semi‐loof shell, plate and beam elements—new computer versions: Part 2. Elements programming
R.A.F. Martins
(Department of Engineering Mechanics, Faculty of Engineering, University of Oporto, Rua dos Bragas, 4099 Porto Codex, Portugal)
C.A.M. Oliveira
(Department of Engineering Mechanics, Faculty of Engineering, University of Oporto, Rua dos Bragas, 4099 Porto Codex, Portugal)
62
Abstract
According to Figure 1, semi‐loof shell, plate and beam elements are implemented in such a way that three independent blocks are formed to obtain the stiffness, mass, load and stress matrices. These three blocks are controlled by subroutine MSTIF, which is directly called from a standard FE program.
Citation
Martins, R.A.F. and Oliveira, C.A.M. (1988), "Semi‐loof shell, plate and beam elements—new computer versions: Part 2. Elements programming", Engineering Computations, Vol. 5 No. 1, pp. 26-38. https://doi.org/10.1108/eb023717
Publisher
:MCB UP Ltd
Copyright © 1988, MCB UP Limited