Comparisons Between Pull-Out Behaviour of Various Hooked-End Fibres in Normal–High Strength Concretes
Author:
Publisher
Springer Science and Business Media LLC
Subject
Ocean Engineering,Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1186/s40069-019-0337-0.pdf
Reference34 articles.
1. Abdallah, S., & Fan, M. (2017). Anchorage mechanisms of novel geometrical hooked-end steel fibres. Materials and Structures, 50(2), 139.
2. Abdallah, S., Fan, M., & Cashell, K. A. (2017a). Bond-slip behaviour of steel fibres in concrete after exposure to elevated temperatures. Construction and Building Materials, 140, 542–551. https://doi.org/10.1016/j.conbuildmat.2017.02.148 .
3. Abdallah, S., Fan, M., & Cashell, K. A. (2017b). Pull-out behaviour of straight and hooked-end steel fibres under elevated temperatures. Cement and Concrete Research, 95, 132–140. https://doi.org/10.1016/j.cemconres.2017.02.010 .
4. Abdallah, S., Fan, M., & Rees, D. W. A. (2016a). Analysis and modelling of mechanical anchorage of 4D/5D hooked end steel fibres. Materials & Design, 112, 539–552. https://doi.org/10.1016/j.matdes.2016.09.107 .
5. Abdallah, S., Fan, M., & Rees, D. W. A. (2017c). Effect of elevated temperature on pull-out behaviour of 4DH/5DH hooked end steel fibres. Composite Structures, 165, 180–191. https://doi.org/10.1016/j.compstruct.2017.01.005 .
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