Behavior of Self-Compacting Concrete-Filled Steel Tube Columns with Inclined Stiffener Ribs under Axial Compression
This study outlines the experimental investigation of the steel tube columns filled with selfcompacting concrete under axial compression. The effect of the stiffening arrangements and the concrete strength on the properties of the concrete-filled steel tube columns having stiffeners of different geo...
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| Дата: | 2017 |
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| Автори: | , , , |
| Формат: | Стаття |
| Мова: | English |
| Опубліковано: |
Інститут проблем міцності ім. Г.С. Писаренко НАН України
2017
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| Назва видання: | Проблемы прочности |
| Теми: | |
| Онлайн доступ: | http://dspace.nbuv.gov.ua/handle/123456789/173592 |
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| Назва журналу: | Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| Цитувати: | Behavior of Self-Compacting Concrete-Filled Steel Tube Columns with Inclined Stiffener Ribs under Axial Compression / W. Liang, J.F. Dong, S.C. Yuan, Q.Y. Wang // Проблемы прочности. — 2017. — № 1. — С. 140-148. — Бібліогр.: 21 назв. — англ. |
Репозитарії
Digital Library of Periodicals of National Academy of Sciences of Ukraine| id |
irk-123456789-173592 |
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dspace |
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irk-123456789-1735922020-12-13T01:26:01Z Behavior of Self-Compacting Concrete-Filled Steel Tube Columns with Inclined Stiffener Ribs under Axial Compression Liang, W. Dong, J.F. Yuan, S.C. Wang, Q.Y. Научно-технический раздел This study outlines the experimental investigation of the steel tube columns filled with selfcompacting concrete under axial compression. The effect of the stiffening arrangements and the concrete strength on the properties of the concrete-filled steel tube columns having stiffeners of different geometric dimensions has been investigated. The failure modes, ultimate loads, stiffness, ductility and strain response of the concrete-filled steel tube columns during the experiment have been analyzed. The results imply that the local buckling of the steel tubes can be delayed by the stiffeners. Moreover, the specimen with the four-sided stiffening arrangement possesses higher stiffness and better ductility as compared with the two-sided one. The test results also demonstrate that the proposed stiffening schemes can improve the ultimate compressive capacity. The predicted ultimate loads have been compared using the existing codes, and the modified formula has been proposed. A good agreement between the theoretical and the experimental results is observed. 2017 Article Behavior of Self-Compacting Concrete-Filled Steel Tube Columns with Inclined Stiffener Ribs under Axial Compression / W. Liang, J.F. Dong, S.C. Yuan, Q.Y. Wang // Проблемы прочности. — 2017. — № 1. — С. 140-148. — Бібліогр.: 21 назв. — англ. 0556-171X http://dspace.nbuv.gov.ua/handle/123456789/173592 539.4 en Проблемы прочности Інститут проблем міцності ім. Г.С. Писаренко НАН України |
| institution |
Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| collection |
DSpace DC |
| language |
English |
| topic |
Научно-технический раздел Научно-технический раздел |
| spellingShingle |
Научно-технический раздел Научно-технический раздел Liang, W. Dong, J.F. Yuan, S.C. Wang, Q.Y. Behavior of Self-Compacting Concrete-Filled Steel Tube Columns with Inclined Stiffener Ribs under Axial Compression Проблемы прочности |
| description |
This study outlines the experimental investigation of the steel tube columns filled with selfcompacting concrete under axial compression. The effect of the stiffening arrangements and the concrete strength on the properties of the concrete-filled steel tube columns having stiffeners of different geometric dimensions has been investigated. The failure modes, ultimate loads, stiffness, ductility and strain response of the concrete-filled steel tube columns during the experiment have been analyzed. The results imply that the local buckling of the steel tubes can be delayed by the stiffeners. Moreover, the specimen with the four-sided stiffening arrangement possesses higher stiffness and better ductility as compared with the two-sided one. The test results also demonstrate that the proposed stiffening schemes can improve the ultimate compressive capacity. The predicted ultimate loads have been compared using the existing codes, and the modified formula has been proposed. A good agreement between the theoretical and the experimental results is observed. |
| format |
Article |
| author |
Liang, W. Dong, J.F. Yuan, S.C. Wang, Q.Y. |
| author_facet |
Liang, W. Dong, J.F. Yuan, S.C. Wang, Q.Y. |
| author_sort |
Liang, W. |
| title |
Behavior of Self-Compacting Concrete-Filled Steel Tube Columns with Inclined Stiffener Ribs under Axial Compression |
| title_short |
Behavior of Self-Compacting Concrete-Filled Steel Tube Columns with Inclined Stiffener Ribs under Axial Compression |
| title_full |
Behavior of Self-Compacting Concrete-Filled Steel Tube Columns with Inclined Stiffener Ribs under Axial Compression |
| title_fullStr |
Behavior of Self-Compacting Concrete-Filled Steel Tube Columns with Inclined Stiffener Ribs under Axial Compression |
| title_full_unstemmed |
Behavior of Self-Compacting Concrete-Filled Steel Tube Columns with Inclined Stiffener Ribs under Axial Compression |
| title_sort |
behavior of self-compacting concrete-filled steel tube columns with inclined stiffener ribs under axial compression |
| publisher |
Інститут проблем міцності ім. Г.С. Писаренко НАН України |
| publishDate |
2017 |
| topic_facet |
Научно-технический раздел |
| url |
http://dspace.nbuv.gov.ua/handle/123456789/173592 |
| citation_txt |
Behavior of Self-Compacting Concrete-Filled Steel Tube Columns with Inclined Stiffener Ribs under Axial Compression / W. Liang, J.F. Dong, S.C. Yuan, Q.Y. Wang // Проблемы прочности. — 2017. — № 1. — С. 140-148. — Бібліогр.: 21 назв. — англ. |
| series |
Проблемы прочности |
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| first_indexed |
2023-10-18T22:34:27Z |
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2023-10-18T22:34:27Z |
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