Impact of cyclic loading and corrosion on the bond performance of steel–polypropylene hybrid fiber reinforced concrete

Author:

Zhang Qiang,Lu Zhao-Hui,Li Jin-Tong,Zhao Yan-Gang

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Reference37 articles.

1. Ye H, Fu C, Tian Y, Jin N (2020) Chloride-induced steel corrosion in concrete under service loads. Singapore Pvt Ltd, Singapore.

2. Eligehausen R, Popov EP, Bertero VV (1983) Local bond-stress-slip relationships of deformed bars under generalized excitations, EERC University of California Berkeley, Report No. UCB/EERC 83-23.

3. Lin X, Zhang YX (2014) Evaluation of bond stress-slip models for FRP reinforcing bars in concrete. Compos Struct 107:131–141

4. Lowes LN, Moehle JP, Govindjee S (2005) Concrete-steel bond model for use in finite element modeling of reinforced concrete structures. ACI Struct J 101:501–511

5. Yuan JQ, Graybeal B (2015) Bond of reinforcement in ultra-high-performance concrete. ACI Struct J 112(6):851–860

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