Huifeng Yang

Prof. Huifeng Yang

College of Civil Engineering, Nanjing Tech University, Nanjing, China
orcid

Research Focus & Metrics

Academic Career Length

11Years (2016-Present)

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

Representative Publications

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1 March 2016 in Construction and Building Materials
Verified
Journal Article
Closed access
Huifeng YangHuifeng Yang
Huifeng Yang
WLWeiqing Liu
Weiqing Liu
WLWeidong Lu
Weidong Lu
SZShijun Zhu
Shijun Zhu
QGQifan Geng
Qifan Geng

1 May 2016 in Engineering Structures
Verified
Journal Article
Closed access
Huifeng YangHuifeng Yang
Huifeng Yang
WLWeiqing Liu
Weiqing Liu
XRXiao Ren
Xiao Ren

1 April 2016 in Construction and Building Materials
Verified
Journal Article
Closed access
Huifeng YangHuifeng Yang
Huifeng Yang
DJDongdong Ju
Dongdong Ju
WLWeiqing Liu
Weiqing Liu
WLWeidong Lu
Weidong Lu

1 July 2020 in Engineering Structures
Verified
Journal Article
Closed access
CWChun-Lin Wang
Chun-Lin Wang
JLJiafeng Lyu
Jiafeng Lyu
JZJing Zhao
Jing Zhao
Huifeng YangHuifeng Yang
Huifeng Yang

1 May 2019 in Construction and Building Materials
Verified
Journal Article
Closed access
WZWenxiang Zhu
Wenxiang Zhu
Huifeng YangHuifeng Yang
Huifeng Yang
WLWeiqing Liu
Weiqing Liu
BSBenkai Shi
Benkai Shi
ZLZhibin Ling
Zhibin Ling
HTHaotian Tao
Haotian Tao

1 May 2021 in Journal of Structural Engineering
Verified
Journal Article
Closed access
PDF file
HTHaotian Tao
Haotian Tao
Huifeng YangHuifeng Yang
Huifeng Yang
WLWeiqing Liu
Weiqing Liu
CWChaochao Wang
Chaochao Wang
BSBenkai Shi
Benkai Shi
XLXiu Ling
Xiu Ling
In this study, shearing tests on connections and bending tests on prefabricated timber–concrete composite (PTCC) beams were performed to evaluate the feasibility of using crossed inclined coach screw connections for PTCC structures. For comparison, tests on traditional timber–concrete composite (TCC) structures using this connection type were also conducted. The test results showed that crossed inclined coach screw connections exhibited improved shear and ductility properties. The investigated PTCC and TCC beams shared similar flexural properties and showed nonlinear bending performance owing to the nonlinear slip behavior of the connections. Hence, on the basis of the reduced rigidity method, a nonlinear semianalytical model considering the nonlinear slip behavior of the connection for the composite beams was developed. The analytical results showed that the interfacial frictional force acting during the tests significantly influenced the prediction of the slip and deflection of the composite beams.