Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars
The compressive strength of concrete according to certain codes can be based on the compressive strength of unconfined plain standard concrete cylinders tests at the age of 28 days. In this paper, the standard concrete cylinders were spirally confined with steel bars and with/without hooked-end stee...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2018-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2018/6940532 |
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| author | Bambang Sabariman Agoes Soehardjono Wisnumurti Wisnumurti Ari Wibowo Tavio Tavio |
| author_facet | Bambang Sabariman Agoes Soehardjono Wisnumurti Wisnumurti Ari Wibowo Tavio Tavio |
| author_sort | Bambang Sabariman |
| collection | DOAJ |
| description | The compressive strength of concrete according to certain codes can be based on the compressive strength of unconfined plain standard concrete cylinders tests at the age of 28 days. In this paper, the standard concrete cylinders were spirally confined with steel bars and with/without hooked-end steel fibers. The influence of the use of hooked-end steel fiber in spirally confined concrete with various pitches was investigated. It can be seen that the use of hooked-end steel fiber contributes significantly in improving both compressive strength and ductility of concrete. The compressive strength and ductility of steel fibered concrete also increase with the reduction of the spiral’s pitch. |
| format | Article |
| id | doaj-art-47a595c14d684e12822b97978ff5f5b6 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2018-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-47a595c14d684e12822b97978ff5f5b62025-02-03T06:05:03ZengWileyAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/69405326940532Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel BarsBambang Sabariman0Agoes Soehardjono1Wisnumurti Wisnumurti2Ari Wibowo3Tavio Tavio4Department of Civil Engineering, Universitas Brawijaya, Malang, IndonesiaDepartment of Civil Engineering, Universitas Brawijaya, Malang, IndonesiaDepartment of Civil Engineering, Universitas Brawijaya, Malang, IndonesiaDepartment of Civil Engineering, Universitas Brawijaya, Malang, IndonesiaDepartment of Civil Engineering, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, IndonesiaThe compressive strength of concrete according to certain codes can be based on the compressive strength of unconfined plain standard concrete cylinders tests at the age of 28 days. In this paper, the standard concrete cylinders were spirally confined with steel bars and with/without hooked-end steel fibers. The influence of the use of hooked-end steel fiber in spirally confined concrete with various pitches was investigated. It can be seen that the use of hooked-end steel fiber contributes significantly in improving both compressive strength and ductility of concrete. The compressive strength and ductility of steel fibered concrete also increase with the reduction of the spiral’s pitch.http://dx.doi.org/10.1155/2018/6940532 |
| spellingShingle | Bambang Sabariman Agoes Soehardjono Wisnumurti Wisnumurti Ari Wibowo Tavio Tavio Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars Advances in Civil Engineering |
| title | Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars |
| title_full | Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars |
| title_fullStr | Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars |
| title_full_unstemmed | Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars |
| title_short | Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars |
| title_sort | stress strain behavior of steel fiber reinforced concrete cylinders spirally confined with steel bars |
| url | http://dx.doi.org/10.1155/2018/6940532 |
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