A hypoplastic model for the analysis of requested colums tubular mixing cross-section retangular to the oblique composed flexão.
This paper presents a numerical model for analysis of concrete-filled steel tubular columns. The columns are constituted by rectangular cross-section steel tubes filled by normal and high strength concrete and are subjected to combined axial load and bending about two axes. The model is based on th...
Main Authors: | , , , |
---|---|
Format: | Article |
Language: | Portuguese |
Published: |
Universidade de Fortaleza
2009-06-01
|
Series: | Revista Tecnologia |
Subjects: | |
Online Access: | https://periodicos.unifor.br/tec/article/view/137 |