| dc.contributor.author |
Sanaullah, Lieutenant Colonel Muhammad |
|
| dc.contributor.author |
Rahman, Jesika |
|
| dc.contributor.author |
Ibrahim, Ibriju |
|
| dc.contributor.author |
Rahman, Major Md. Soebur |
|
| dc.date.accessioned |
2020-06-10T03:28:21Z |
|
| dc.date.available |
2020-06-10T03:28:21Z |
|
| dc.date.issued |
2019-12 |
|
| dc.identifier.issn |
2224-2007 |
|
| dc.identifier.uri |
http://hdl.handle.net/123456789/493 |
|
| dc.description.abstract |
# $
% #& ! '( '( %
core concrete. A CFSST column has gained prominence from structural engineers all over the world as it provides
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various constructions. This paper presents a detailed experimental and numerical study on the compressive behavior of
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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. |
en_US |
| dc.language.iso |
en |
en_US |
| dc.publisher |
R&D Wing, MIST |
en_US |
| dc.subject |
Stainless Steel, Concrete Filled Tube, Finite Element Modeling, Composite Structure |
en_US |
| dc.title |
BEHAVIOR OF CONCRETE FILLED STAINLESS STEEL TUBULAR COLUMN UNDER AXIAL LOADS |
en_US |
| dc.type |
Article |
en_US |
