An experimental investigation on tensile behaviour of corroded ultra-high-performance concrete
Author:
Funder
Australian Research Council
Publisher
Elsevier BV
Subject
Materials Science (miscellaneous)
Reference39 articles.
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3. M. di Prisco, G. Plizzari, L. Vandewalle, Structural design according to fib MC 2010: comparison between RC and FRC elements, in: B. Massicotte, J. Charron, Plizzari, B. Mobasher, (eds), Proceedings of ACI-fib international workshop (ACI SP-310) on Fibre-reinforced concrete: From design to structural applications (fib CEB-FIP Bulletin 79), Montreal, Canada, 2016, pp. 69–87. American Concrete Institute Publications. ISBN 978–2-88394–119-9.
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1. Effects of macro basalt fibers on the tensile behavior of ultra-high performance concrete;Journal of Building Engineering;2024-07
2. Effects of basalt fiber reinforced polymer minibars on the flexural behavior of pre-cracked UHPC after chloride induced corrosion;Journal of Building Engineering;2024-04
3. Effect of chloride-induced corrosion on bond performance of various steel fibers in cracked SFRC;Cement and Concrete Composites;2023-07
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