Please use this identifier to cite or link to this item:
https://hdl.handle.net/2440/76703
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DC Field | Value | Language |
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dc.contributor.author | Ozbakkaloglu, T. | - |
dc.contributor.author | Akin, E. | - |
dc.date.issued | 2012 | - |
dc.identifier.citation | Journal of Composites for Construction, 2012; 16(4):451-463 | - |
dc.identifier.issn | 1090-0268 | - |
dc.identifier.issn | 1943-5614 | - |
dc.identifier.uri | http://hdl.handle.net/2440/76703 | - |
dc.description.abstract | An important application of fiber-reinforced polymer (FRP) composites is as a confining material for concrete, both in the seismic retrofit of existing reinforced concrete columns and in the construction of concrete-filled FRP tubes as earthquake-resistant columns in new construction. The reliable design of these structural members against earthquake-induced forces necessitates a clear understanding of the stress-strain behavior of FRP-confined concrete under load cycles. This paper presents the results of an experimental study on the behavior of FRP-confined normal- and high-strength concrete under axial compression. A total of 24 aramid and carbon FRP-confined concrete cylinders with different concrete strengths and FRP jacket thicknesses were tested under monotonic and cyclic loading. Examination of the test results has led to a number of significant conclusions in regards to both the trend and ultimate condition of the axial stress-strain behavior of FRP-confined concrete. These results are presented, and a discussion is provided on the influence of the main test parameters in the observed behaviors. The results are also compared with two existing cyclic axial stress-strain models for FRP-confined concrete. © 2012 American Society of Civil Engineers. | - |
dc.description.statementofresponsibility | Togay Ozbakkaloglu and Emre Akin | - |
dc.language.iso | en | - |
dc.publisher | American Society of Civil Engineers | - |
dc.rights | © 2012. American Society of Civil Engineers | - |
dc.source.uri | http://dx.doi.org/10.1061/(asce)cc.1943-5614.0000273 | - |
dc.subject | Fiber-reinforced polymers | - |
dc.subject | Concrete | - |
dc.subject | High-strength concrete | - |
dc.subject | Confinement | - |
dc.subject | Cyclic loading | - |
dc.subject | Stress-strain behavior. | - |
dc.title | Behavior of FRP-confined normal- and high-strength concrete under cyclic axial compression | - |
dc.type | Journal article | - |
dc.identifier.doi | 10.1061/(ASCE)CC.1943-5614.0000273 | - |
pubs.publication-status | Published | - |
dc.identifier.orcid | Ozbakkaloglu, T. [0000-0003-3015-736X] | - |
Appears in Collections: | Aurora harvest Civil and Environmental Engineering publications |
Files in This Item:
File | Description | Size | Format | |
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hdl_76703.pdf | Accepted version | 6.31 MB | Adobe PDF | View/Open |
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