Notched Beam Test for SHCC-Concrete Interface
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-32511-3_158
Reference18 articles.
1. Kassem MA, El-shafiey TF, Mahmoud MH, Afefy HM, Hassan A (2020) Flexural Behaviour of Composite Reinforced NSC/SHCC Deck Slabs. Int J Adv Struct Geotech Eng Spec Issue ICASGE ’19, 04, 40–58
2. Mustafa S, Singh S, Hordijk D, Schlangen E, Luković M (2022) Experimental and numerical investigation on the role of interface for crack-width control of hybrid SHCC concrete beams. Eng Struct 251:113378
3. Zheng D, Kou J, Wei H, Zhang T, Guo H (2023) Experimental study on flexural behavior of damaged concrete beams strengthened with high ductility concrete under repeated load. Eng Struct 274:115203
4. Bissonnette B, Courard L, Fowler DW, Jean-Louis G (2011) Bonded cement-based material overlays for the repair, the lining or the strengthening of slabs or pavements. Springer, Dordrecht Heidelberg London New York https://doi.org/10.1007/978-94-007-1239-3
5. Kim SW, Park WS, Jang YI, Feo L, Yun HD (2015) Crack damage mitigation and shear behavior of shear-dominant reinforced concrete beams repaired with strain-hardening cement-based composite. Compos Part B Eng 79:6–19
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