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 " % )...
محفوظ في:
| المؤلفون الرئيسيون: | , , , |
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| التنسيق: | مقال |
| اللغة: | الإنجليزية |
| منشور في: |
R&D Wing, MIST
2020
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| الموضوعات: | |
| الوصول للمادة أونلاين: | http://hdl.handle.net/123456789/493 |
| الوسوم: |
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
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| الملخص: | # $
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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. |
|---|