Strength and Energy Absorption of High-strength Steel Fiber-concrete Confined by Circular Hoops
| Main Author: | Antonius, Antonius; Department of Civil Engineering, Sultan Agung Islamic University, Semarang, Indonesia |
|---|---|
| Format: | Article info application/pdf eJournal |
| Bahasa: | eng |
| Terbitan: |
Universitas Indonesia
, 2015
|
| Subjects: | |
| Online Access: |
http://www.ijtech.eng.ui.ac.id/index.php/journal/article/view/860 http://www.ijtech.eng.ui.ac.id/index.php/journal/article/view/860/251 http://www.ijtech.eng.ui.ac.id/index.php/journal/article/downloadSuppFile/860/417 |
| ctrlnum |
article-860 |
|---|---|
| fullrecord |
<?xml version="1.0"?>
<dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><title lang="en-US">Strength and Energy Absorption of High-strength Steel Fiber-concrete Confined by Circular Hoops</title><creator>Antonius, Antonius; Department of Civil Engineering, Sultan Agung Islamic University, Semarang, Indonesia</creator><subject lang="en-US">steel fiber, strength, ductility, toughness, confinement model</subject><description lang="en-US">This paper presents the results
of an experimental study of the behavior of steel fiber high strength concrete confined
by hoops round cross-section. Behavior strength and energy absorption
capability of confined fibrous concrete is the main focus in this study.
Fibrous concrete test specimens are made by varying the concrete compressive
strength, characteristics of confining reinforcement that is volumetric ratio
and spacing. All these specimens use longitudinal reinforcement with the same
ratio. Experimental results shows that the strength enhancement of confined steel
fiber concrete is strongly influenced by the characteristics of the installed confining
reinforcement. Stress-strain behavior of confined steel fiber high strength
concrete between predictions based on existing confinement models with
experimental results differ significantly, especially in the post-peak
behavior. Therefore, prior modifications or developed the confinement model in
order to obtain predictions of the behavior of confined steel fiber high
strength concrete&nbsp; accurately.</description><publisher lang="en-US">Universitas Indonesia</publisher><date>2015-04-30</date><type>Journal:Article</type><type>Other:info:eu-repo/semantics/publishedVersion</type><type>Journal:Article</type><type>File:application/pdf</type><identifier>http://www.ijtech.eng.ui.ac.id/index.php/journal/article/view/860</identifier><identifier>10.14716/ijtech.v6i2.860</identifier><source lang="en-US">International Journal of Technology; Vol 6, No 2 (2015); 217-226</source><source>2087-2100</source><source>2086-9614</source><source>10.14716/ijtech.v6i2</source><language>eng</language><relation>http://www.ijtech.eng.ui.ac.id/index.php/journal/article/view/860/251</relation><relation>http://www.ijtech.eng.ui.ac.id/index.php/journal/article/downloadSuppFile/860/417</relation><relation>10.14716/ijtech.v6i2.860.g251</relation><recordID>article-860</recordID></dc>
|
| language |
eng |
| format |
Journal:Article Journal Other:info:eu-repo/semantics/publishedVersion Other File:application/pdf File Journal:eJournal |
| author |
Antonius, Antonius; Department of Civil Engineering, Sultan Agung Islamic University, Semarang, Indonesia |
| title |
Strength and Energy Absorption of High-strength Steel Fiber-concrete Confined by Circular Hoops |
| publisher |
Universitas Indonesia |
| publishDate |
2015 |
| topic |
steel fiber strength ductility toughness confinement model |
| url |
http://www.ijtech.eng.ui.ac.id/index.php/journal/article/view/860 http://www.ijtech.eng.ui.ac.id/index.php/journal/article/view/860/251 http://www.ijtech.eng.ui.ac.id/index.php/journal/article/downloadSuppFile/860/417 |
| contents |
This paper presents the results
of an experimental study of the behavior of steel fiber high strength concrete confined
by hoops round cross-section. Behavior strength and energy absorption
capability of confined fibrous concrete is the main focus in this study.
Fibrous concrete test specimens are made by varying the concrete compressive
strength, characteristics of confining reinforcement that is volumetric ratio
and spacing. All these specimens use longitudinal reinforcement with the same
ratio. Experimental results shows that the strength enhancement of confined steel
fiber concrete is strongly influenced by the characteristics of the installed confining
reinforcement. Stress-strain behavior of confined steel fiber high strength
concrete between predictions based on existing confinement models with
experimental results differ significantly, especially in the post-peak
behavior. Therefore, prior modifications or developed the confinement model in
order to obtain predictions of the behavior of confined steel fiber high
strength concrete accurately. |
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IOS341.article-860 |
| institution |
Universitas Indonesia |
| affiliation |
scopus.onesearch.id |
| institution_id |
51 |
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library:university library |
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Perpustakaan Universitas Indonesia |
| library_id |
492 |
| collection |
International Journal of Technology |
| repository_id |
341 |
| subject_area |
Technology, Applied Sciences/Teknologi, Ilmu Terapan |
| city |
KOTA DEPOK |
| province |
JAWA BARAT |
| repoId |
IOS341 |
| first_indexed |
2016-09-24T00:14:48Z |
| last_indexed |
2016-11-18T14:46:29Z |
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dc |
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1722453600912801792 |
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17.610468 |