Modified regression model for bond-slip constitutive relationship between high-strength steel rebars and UHP-FRC based on experimental tests

Bo Yang, Kuanhong Mao, Jia-Hua Liu, Kang Chen^*, Mohamed Elchalakani

^*Corresponding author for this work

Department of Civil Engineering

Research output: Contribution to journal › Article › peer-review

1 Citation (Scopus)

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Load-resisting mechanism and analytical model for Fin Plate connection subjected to impact load
Chen, K.
1/07/23 → 30/06/26
Project: Internal Research Project