Feng Fu

Dr. Feng Fu

City, University of London, London, City of London, UK
orcid

Research Focus & Metrics

Academic Career Length

22Years (2005-Present)

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

Representative Publications

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1 June 2009 in Journal of Constructional Steel Research
Verified
Journal Article
Closed access
Feng FuFeng Fu
Feng Fu

1 October 2013 in Journal of Constructional Steel Research
Verified
Journal Article
Closed access
LGLanhui Guo
Lanhui Guo
Shan GaoShan Gao
Shan Gao
Feng FuFeng Fu
Feng Fu
YWYuyin Wang
Yuyin Wang

1 October 2015 in Thin-Walled Structures
Verified
Journal Article
Closed access
YYYuanlong Yang
Yuanlong Yang
YWYuyin Wang
Yuyin Wang
Feng FuFeng Fu
Feng Fu
JLJingchen Liu
Jingchen Liu

1 August 2015 in Journal of Constructional Steel Research
Verified
Journal Article
Closed access
You-Fu YangYou-Fu Yang
You-Fu Yang
ZZZhi-Cheng Zhang
Zhi-Cheng Zhang
Feng FuFeng Fu
Feng Fu

1 June 2020 in Journal of Structural Engineering
Verified
Journal Article
Closed access
XDXiao-Fang Deng
Xiao-Fang Deng
SLShi-Lin Liang
Shi-Lin Liang
Feng FuFeng Fu
Feng Fu
KQKai Qian
Kai Qian
The application of extreme loads, such as impact and blast, may lead to progressive collapse and the robustness of a structure must be considered in this context. Although extensive studies have been carried out in recent decades to investigate the load-resisting mechanism of RC frames to prevent progressive collapse, the effects of high-strength concrete (HSC) on progressive collapse resistance capacity remain unclear. Therefore, six tests of RC frames with different span-to-depth ratios and concrete strengths were conducted in present study. Among them, three are HSC frames and the others are normal-strength concrete (NSC) frames. It was found that the use of HSC could further enhance the compressive arch action (CAA) capacity, especially for frames with a low span-to-depth ratio. On the other hand, HSC can reduce the tensile catenary action (TCA) capacity at a large deformation stage, primarily because of the higher bond stress between concrete and rebar, leading to earlier fracture of the rebar. The analytical results from the model were compared with the test results. It was found that the refined CAA model could accurately predict the CAA capacity of NSC frames, but not of HSC frames. Moreover, using the existing model it is hard to accurately predict the CAA capacity of frames with relatively small span-to-depth ratios (less than 7).

1 March 2020 in Journal of Constructional Steel Research
Verified
Journal Article
Closed access
Feng FuFeng Fu
Feng Fu