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 " % )...
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| Main Authors: | , , , |
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| Formato: | Artigo |
| Idioma: | inglês |
| Publicado em: |
R&D Wing, MIST
2020
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| Assuntos: | |
| Acesso em linha: | http://hdl.handle.net/123456789/493 |
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| Resumo: | # $
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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. |
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