Flexural Strengthening of Defected RC Slabs Using Strain-Hardening Cementitious Composites (SHCC): An Experimental Work
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://link.springer.com/content/pdf/10.1007/s13369-019-04219-5.pdf
Reference19 articles.
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2. Chung, K.L.; Ghannam, M.; Zhang, C.: Effect of specimen shapes on compressive strength of engineered cementitious composites (ECCs) with different values of water-to-binder ratio and PVA fiber. Arab. J. Sci. Eng. 43, 1825–1837 (2018)
3. Khalil, A.-E.H.; Etman, E.; Atta, A.; Essam, M.: Behavior of RC beams strengthened with strain hardening cementitious composites (SHCC) subjected to monotonic and repeated loads. Eng. Struct. 140, 151–163 (2017)
4. Zheng, Y.-Z.; Wang, W.-W.; Brigham, J.C.: Flexural behaviour of reinforced concrete beams strengthened with a composite reinforcement layer: BFRP grid and ECC. Constr. Build. Mater. 115, 424–437 (2016)
5. Mechtcherine, V.; de Andrade, F.; Silva, M.B.: Behavior of strain-hardening cement-based composites under high strain rates. J. Adv. Concr. Technol. 9(1), 51–62 (2011)
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