| Download | - View final version: Post-blast axial capacity of CFRP strengthened RC columns (PDF, 450 KiB)
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| DOI | Resolve DOI: https://doi.org/10.1088/1757-899X/737/1/012042 |
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| Author | Search for: Kadhom, Bessam1; Search for: Almansour, Husham1; Search for: Saatcioglu, Murat1 |
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| Affiliation | - National Research Council of Canada. Construction
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| Format | Text, Article |
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| Conference | 4th International Conference on Buildings, Construction and Environmental Engineering, 7-9 October 2019, Istanbul, Turkey |
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| Abstract | An experimental investigation was carried out to evaluate the post-blast capacity of CFRP protected reinforced concrete (RC) columns. A total of five half-scale RC columns were tested under simulated blast pressures using a shock tube testing apparatus. Three columns were strengthened with CFRP laminates of two different lay-ups, while the other two columns were left unprotected to serve as control columns. Results of this study proved that CFRP protected RC columns have substantially higher blast resistant and post-blast axial capacity than as-built columns. CFRP protection laminates containing ±45° woven laminas showed the best performance with the most ductile response. |
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| Publication date | 2020-03-05 |
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| Publisher | IOP |
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| In | |
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| Language | English |
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| Peer reviewed | Yes |
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| Export citation | Export as RIS |
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| Report a correction | Report a correction (opens in a new tab) |
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| Record identifier | b8a64c25-931d-4b9e-baae-045cf6d5625b |
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| Record created | 2020-06-22 |
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| Record modified | 2020-06-24 |
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