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 " % )...
Збережено в:
| Автори: | , , , |
|---|---|
| Формат: | Стаття |
| Мова: | Англійська |
| Опубліковано: |
R&D Wing, MIST
2020
|
| Предмети: | |
| Онлайн доступ: | http://hdl.handle.net/123456789/493 |
| Теги: |
Немає тегів, Будьте першим, хто поставить тег для цього запису!
|
| _version_ | 1868227033745588224 |
|---|---|
| author | Sanaullah, Lieutenant Colonel Muhammad Rahman, Jesika Ibrahim, Ibriju Rahman, Major Md. Soebur |
| author_browse | Ibrahim, Ibriju Rahman, Jesika Rahman, Major Md. Soebur Sanaullah, Lieutenant Colonel Muhammad |
| author_facet | Sanaullah, Lieutenant Colonel Muhammad Rahman, Jesika Ibrahim, Ibriju Rahman, Major Md. Soebur |
| author_sort | Sanaullah, Lieutenant Colonel Muhammad |
| collection | DSpace |
| description | # $
% #& ! '( '( %
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. |
| format | Article |
| id | oai:localhost:123456789-493 |
| institution | My University |
| language | English |
| publishDate | 2020 |
| publishDateRange | 2020 |
| publishDateSort | 2020 |
| publisher | R&D Wing, MIST |
| publisherStr | R&D Wing, MIST |
| record_format | dspace |
| spelling | oai:localhost:123456789-4932020-06-10T03:28:21Z BEHAVIOR OF CONCRETE FILLED STAINLESS STEEL TUBULAR COLUMN UNDER AXIAL LOADS Sanaullah, Lieutenant Colonel Muhammad Rahman, Jesika Ibrahim, Ibriju Rahman, Major Md. Soebur Stainless Steel, Concrete Filled Tube, Finite Element Modeling, Composite Structure # $ % #& ! '( '( % 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. 2020-06-10T03:28:21Z 2020-06-10T03:28:21Z 2019-12 Article 2224-2007 http://hdl.handle.net/123456789/493 en application/pdf R&D Wing, MIST |
| spellingShingle | Stainless Steel, Concrete Filled Tube, Finite Element Modeling, Composite Structure Sanaullah, Lieutenant Colonel Muhammad Rahman, Jesika Ibrahim, Ibriju Rahman, Major Md. Soebur BEHAVIOR OF CONCRETE FILLED STAINLESS STEEL TUBULAR COLUMN UNDER AXIAL LOADS |
| title | BEHAVIOR OF CONCRETE FILLED STAINLESS STEEL TUBULAR COLUMN UNDER AXIAL LOADS |
| title_full | BEHAVIOR OF CONCRETE FILLED STAINLESS STEEL TUBULAR COLUMN UNDER AXIAL LOADS |
| title_fullStr | BEHAVIOR OF CONCRETE FILLED STAINLESS STEEL TUBULAR COLUMN UNDER AXIAL LOADS |
| title_full_unstemmed | BEHAVIOR OF CONCRETE FILLED STAINLESS STEEL TUBULAR COLUMN UNDER AXIAL LOADS |
| title_short | BEHAVIOR OF CONCRETE FILLED STAINLESS STEEL TUBULAR COLUMN UNDER AXIAL LOADS |
| title_sort | behavior of concrete filled stainless steel tubular column under axial loads |
| topic | Stainless Steel, Concrete Filled Tube, Finite Element Modeling, Composite Structure |
| url | http://hdl.handle.net/123456789/493 |
| work_keys_str_mv | AT sanaullahlieutenantcolonelmuhammad behaviorofconcretefilledstainlesssteeltubularcolumnunderaxialloads AT rahmanjesika behaviorofconcretefilledstainlesssteeltubularcolumnunderaxialloads AT ibrahimibriju behaviorofconcretefilledstainlesssteeltubularcolumnunderaxialloads AT rahmanmajormdsoebur behaviorofconcretefilledstainlesssteeltubularcolumnunderaxialloads |