BEHAVIOR OF CONCRETE FILLED STAINLESS STEEL TUBULAR COLUMN UNDER AXIAL LOADS
# $ % #& ! '( '( % core concrete. A CFSST column has gained prominence from structural engineers all over the world as it provides " % )...
Saved in:
| Main Authors: | , , , |
|---|---|
| 格式: | 文件 |
| 语言: | 英语 |
| 出版: |
R&D Wing, MIST
2020
|
| 主题: | |
| 在线阅读: | http://hdl.handle.net/123456789/493 |
| 标签: |
没有标签, 成为第一个标记此记录!
|
| 总结: | # $
% #& ! '( '( %
core concrete. A CFSST column has gained prominence from structural engineers all over the world as it provides
" %
) '( *
+
(
'
( *
$ )
) $
% #& ! )
% %
/ ( $
' '%
various constructions. This paper presents a detailed experimental and numerical study on the compressive behavior of
$
%
' %8
" ;
)
%
'( < '
'
*
( " "
( ( $
' &= ) >?>G+
have been validated using the experimental data of the present study as well as recently published test results. The FE
models predict the experimental load-deformation behavior, ultimate strength and failure modes with good accuracy.
Once the FE model is validated, the numerical results are compared with the existing conventional carbon steel design
code/guidelines and developed a prediction formula for CFSST columns. |
|---|