| Téléchargement | - Voir la version finale : Post-blast axial capacity of CFRP strengthened RC columns (PDF, 450 Kio)
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| DOI | Trouver le DOI : https://doi.org/10.1088/1757-899X/737/1/012042 |
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| Auteur | Rechercher : Kadhom, Bessam1; Rechercher : Almansour, Husham1; Rechercher : Saatcioglu, Murat1 |
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| Affiliation | - Conseil national de recherches du Canada. Construction
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| Format | Texte, Article |
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| Conférence | 4th International Conference on Buildings, Construction and Environmental Engineering, 7-9 October 2019, Istanbul, Turkey |
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| Résumé | 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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| Date de publication | 2020-03-05 |
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| Maison d’édition | IOP |
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| Dans | |
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| Langue | anglais |
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| Publications évaluées par des pairs | Oui |
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| Exporter la notice | Exporter en format RIS |
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| Signaler une correction | Signaler une correction (s'ouvre dans un nouvel onglet) |
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| Identificateur de l’enregistrement | b8a64c25-931d-4b9e-baae-045cf6d5625b |
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| Enregistrement créé | 2020-06-22 |
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| Enregistrement modifié | 2020-06-24 |
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