Study on Behavior of RPC Filled Steel Tubular Stub Columns under Axial Compression
Reactive powder concrete (RPC) with compressive strength higher than 170 MPa was prepared by using ordinary Portland cement, silica fume, ground granulated blast-furnace slag or fly ash. RPC shows high strength, constant Poisson’s ratio, high compressive peak strain but post-peak brittle failure. Ba...
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| Published in: | Проблемы прочности |
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| Date: | 2017 |
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| Format: | Article |
| Language: | English |
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Інститут проблем міцності ім. Г.С. Писаренко НАН України
2017
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| Online Access: | https://nasplib.isofts.kiev.ua/handle/123456789/173593 |
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| Journal Title: | Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| Cite this: | Study on Behavior of RPC Filled Steel Tubular Stub Columns under Axial Compression / S.H. Liu, L.H. Li, L. Wang // Проблемы прочности. — 2017. — № 1. — С. 149-155. — Бібліогр.: 11 назв. — англ. |
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Digital Library of Periodicals of National Academy of Sciences of Ukraine| _version_ | 1862710370433499136 |
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| author | Liu, S.H. Li, L.H. Wang, L. |
| author_facet | Liu, S.H. Li, L.H. Wang, L. |
| citation_txt | Study on Behavior of RPC Filled Steel Tubular Stub Columns under Axial Compression / S.H. Liu, L.H. Li, L. Wang // Проблемы прочности. — 2017. — № 1. — С. 149-155. — Бібліогр.: 11 назв. — англ. |
| collection | DSpace DC |
| container_title | Проблемы прочности |
| description | Reactive powder concrete (RPC) with compressive strength higher than 170 MPa was prepared by using ordinary Portland cement, silica fume, ground granulated blast-furnace slag or fly ash. RPC shows high strength, constant Poisson’s ratio, high compressive peak strain but post-peak brittle failure. Based on the RPC mechanical behavior study, investigation of the interaction between steel tubes and core RPC was performed, in view of its effect on the bearing capacity and deformability of RPC filled steel tubular (RPCFT) stub columns subjected to axial loading. RPCFT stub columns have very high ductility and alleviate the RPC disadvantage of brittle failure. However, the confinement effect of steel tubes on RPC is lower than that of normal strength concrete and thus, it can be neglected during the design process for convenience and safety.
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| first_indexed | 2025-12-07T17:24:18Z |
| format | Article |
| fulltext | |
| id | nasplib_isofts_kiev_ua-123456789-173593 |
| institution | Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| issn | 0556-171X |
| language | English |
| last_indexed | 2025-12-07T17:24:18Z |
| publishDate | 2017 |
| publisher | Інститут проблем міцності ім. Г.С. Писаренко НАН України |
| record_format | dspace |
| spelling | Liu, S.H. Li, L.H. Wang, L. 2020-12-12T14:45:45Z 2020-12-12T14:45:45Z 2017 Study on Behavior of RPC Filled Steel Tubular Stub Columns under Axial Compression / S.H. Liu, L.H. Li, L. Wang // Проблемы прочности. — 2017. — № 1. — С. 149-155. — Бібліогр.: 11 назв. — англ. 0556-171X https://nasplib.isofts.kiev.ua/handle/123456789/173593 539.4 Reactive powder concrete (RPC) with compressive strength higher than 170 MPa was prepared by using ordinary Portland cement, silica fume, ground granulated blast-furnace slag or fly ash. RPC shows high strength, constant Poisson’s ratio, high compressive peak strain but post-peak brittle failure. Based on the RPC mechanical behavior study, investigation of the interaction between steel tubes and core RPC was performed, in view of its effect on the bearing capacity and deformability of RPC filled steel tubular (RPCFT) stub columns subjected to axial loading. RPCFT stub columns have very high ductility and alleviate the RPC disadvantage of brittle failure. However, the confinement effect of steel tubes on RPC is lower than that of normal strength concrete and thus, it can be neglected during the design process for convenience and safety. This project is funded by the National N atural Science Foundation of China (51208391). en Інститут проблем міцності ім. Г.С. Писаренко НАН України Проблемы прочности Научно-технический раздел Study on Behavior of RPC Filled Steel Tubular Stub Columns under Axial Compression Исследование характеристик стальных трубчатых образцов, заполненных реакционно-порошковым бетоном, при испытании материала на осевое сжатие Article published earlier |
| spellingShingle | Study on Behavior of RPC Filled Steel Tubular Stub Columns under Axial Compression Liu, S.H. Li, L.H. Wang, L. Научно-технический раздел |
| title | Study on Behavior of RPC Filled Steel Tubular Stub Columns under Axial Compression |
| title_alt | Исследование характеристик стальных трубчатых образцов, заполненных реакционно-порошковым бетоном, при испытании материала на осевое сжатие |
| title_full | Study on Behavior of RPC Filled Steel Tubular Stub Columns under Axial Compression |
| title_fullStr | Study on Behavior of RPC Filled Steel Tubular Stub Columns under Axial Compression |
| title_full_unstemmed | Study on Behavior of RPC Filled Steel Tubular Stub Columns under Axial Compression |
| title_short | Study on Behavior of RPC Filled Steel Tubular Stub Columns under Axial Compression |
| title_sort | study on behavior of rpc filled steel tubular stub columns under axial compression |
| topic | Научно-технический раздел |
| topic_facet | Научно-технический раздел |
| url | https://nasplib.isofts.kiev.ua/handle/123456789/173593 |
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