The effect of concrete type, fire exposure scenario, fly ash, and fibers in concrete mix on fire performance of fly ash concrete columns is discussed. . These diverse requirements resulted in the invention of high strength concrete (HSC). Am.
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39,95 €Price includes VAT (Pakistan)Rent this article via DeepDyve. The results show that the fire resistance of a NSC column is higher than that of a HSC column. Results from fire experiments show that HSC columns exhibit lower fire resistance than that of NSC columns. 1007/s10694-011-0222-0
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DOI: 10. edu no longer supports Internet Explorer. Correspondence to
Venkatesh Kodur. Akashah. Then, an equivalency between standard and design fire scenarios is established based on the area under the fire curve concept, where in the survivability of column under design fire evaluated.
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(ASCE) 10: 1(58) (1998) 58-65. Periodical:Edited by:Matteo Colombo, Marco di PriscoPages:564-571DOI:https://doi. BK024-2011B). Nombre total et statistiques sur le nombre d’enregistrements téléversés depuis 2008. Beaucour, A. The behavior Discover More Here RC columns, especially those fabricated from high-strength concrete (HSC), under design fire exposure is not well quantified.
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org/10. Veuillez noter que, bien que le contenu de ce dépôt soit extensif, il ne comprend pas la totalité des publications produites par le CNRC. Accès à toutes les publications de la collection sans filtrage préétabli. org/10. For validating the numerical model, fire resistance tests were carried out on six RC columns under realistic loading, and fire scenarios. Les Archives des publications du CNRC date de 1916 à ce jour et contient actuellement 61 728 citations de publications et donne accès à 19 849 objets numériques.
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Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations. edu and the wider internet faster and more securely, please take a few seconds toupgrade your browser. Pliya, A-L. CMMI 0601178) and Michigan State University through Strategic Partnership Grant (No. Results from the parametric studies are utilized to develop a rational design approach for evaluating fire resistance of RC columns.
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Reinforced concrete (RC) columns, under fire conditions, can experience biaxial bending which can arise due to eccentricity in loading, uneven spalling, or due to significant thermal gradients generated through 1-, 2-, or 3-sides of fire exposure. The columns comprised of one NSC, three HSC and two HSC columns with polypropylene fiber, and were tested under a standard and two design fires. To overcome some of these knowledge gaps, a comprehensive study was undertaken to develop an understanding on the fire performance of RC columns under biaxial bending. Enter the email address you signed up with and well email you a reset link. Major failure modes are identified and future recommendations are presented. Learn more about Institutional subscriptionsFly ash concrete is finding increasing applications in construction; however there is lack of data on fire performance of fly ash concrete structural members.
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