feng zhang

Prof. feng zhang

Geotechnical and Structural Engineering Research Center of Shandong University, Jinan 250061, China
orcid

Research Focus & Metrics

Academic Career Length

17Years (2010-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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3 October 2023 in Journal of Cleaner Production
Verified
Journal Article
Closed access
CLChangbin Li
Changbin Li
GZGuofan Zhang
Guofan Zhang
HZHong Zheng
Hong Zheng
feng zhangfeng zhang
feng zhang
KLKun Liu
Kun Liu

1 August 2021 in Composite Structures
Verified
Journal Article
Closed access
feng zhangfeng zhang
feng zhang
LGLei Gao
Lei Gao
Yu-Fei WuYu-Fei Wu
Yu-Fei Wu
JLJinyi Liu
Jinyi Liu

19 April 2022 in Construction and Building Materials
Verified
Journal Article
Closed access
feng zhangfeng zhang
feng zhang
LJLiu Jinyi
Liu Jinyi
GLGao Lei
Gao Lei

3 February 2022 in CIRP Journal of Manufacturing Science and Technology
Verified
Journal Article
Closed access
ZWZhanwen Wu
Zhanwen Wu
feng zhangfeng zhang
feng zhang
YHYong Hu
Yong Hu
ZZZhaolong Zhu
Zhaolong Zhu
XGXiaolei Guo
Xiaolei Guo

16 January 2023 in Journal of Thermal Analysis and Calorimetry
Verified
Journal Article
Closed access
PDF file
feng zhangfeng zhang
feng zhang
JLJinyi Liu
Jinyi Liu

11 October 2022 in KSCE Journal of Civil Engineering
Verified
Journal Article
Open access
PDF file
XGXiao-Hua Gao
Xiao-Hua Gao
Lei GaoLei Gao
Lei Gao
feng zhangfeng zhang
feng zhang
The dowel effect in hybrid bonded fiber reinforced plastic (HB-FRP) to concrete joints is difficult to quantify and make the anchoring joint instability. A new HB-FRP joint was built, which eliminates bonding between steel and FRP plates. Based on an empirical model of external bonding FRP (EB-FRP) to concrete joints and the new model of slip at debonding, the new unified bond-slip model of the HB-FRP joints is proposed. The parameters that affect the bond-slip model are analyzed. Pull-off tests are conducted for eight specimens with different numbers of mechanical fasteners, which has verified the proposed model. The load-slip relationship at the loaded end of the FRP plate was well predicted by the partial interaction numerical calculation and further verify the theoretical model.