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Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars
Joint Authors
Sabariman, Bambang
Soehardjono, Agoes
Wisnumurti, Wisnumurti
Wibowo, Ari
Tavio, Tavio
Source
Issue
Vol. 2018, Issue 2018 (31 Dec. 2018), pp.1-8, 8 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2018-06-12
Country of Publication
Egypt
No. of Pages
8
Main Subjects
Abstract EN
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.
American Psychological Association (APA)
Sabariman, Bambang& Soehardjono, Agoes& Wisnumurti, Wisnumurti& Wibowo, Ari& Tavio, Tavio. 2018. Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars. Advances in Civil Engineering،Vol. 2018, no. 2018, pp.1-8.
https://search.emarefa.net/detail/BIM-1116472
Modern Language Association (MLA)
Sabariman, Bambang…[et al.]. Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars. Advances in Civil Engineering No. 2018 (2018), pp.1-8.
https://search.emarefa.net/detail/BIM-1116472
American Medical Association (AMA)
Sabariman, Bambang& Soehardjono, Agoes& Wisnumurti, Wisnumurti& Wibowo, Ari& Tavio, Tavio. Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars. Advances in Civil Engineering. 2018. Vol. 2018, no. 2018, pp.1-8.
https://search.emarefa.net/detail/BIM-1116472
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1116472