Junhui Li

Dr. Junhui Li


Research Focus & Metrics

Academic Career Length

7Years (2020-Present)

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

Representative Publications

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21 October 2022 in Engineering Structures
Verified
Journal Article
Closed access
JDJun Deng
Jun Deng
ZFZhongyu Fei
Zhongyu Fei
JLJunhui Li
Junhui Li
HLHang Li
Hang Li

5 July 2022 in Thin-Walled Structures
Verified
Journal Article
Closed access
JLJunhui Li
Junhui Li
YXYan Xie
Yan Xie
MZMiaochang Zhu
Miaochang Zhu
HXHaifeng Xu
Haifeng Xu
JDJun Deng
Jun Deng

30 March 2023 in Advances in Structural Engineering
Verified
Journal Article
Closed access
JDJun Deng
Jun Deng
ZFZhongyu Fei
Zhongyu Fei
JLJunhui Li
Junhui Li
HHHaifan Huang
Haifan Huang
Combining shape memory alloy (SMA) and carbon fiber-reinforced polymer (CFRP) sheet can achieve a self-stressing SMA-CFRP composite, providing an innovative prestressing method for steel elements. This study applied SMA(Ni–Ti–Nb) wires and CFRP sheets to achieve composite strengthening for notched steel beams. The effectiveness of SMA-CFRP composite for flexural strengthening of notched steel beams was evaluated, and the formula for the maximum allowable moment of the strengthened beams with SMA-CFRP composites was proposed. The four-point bending test results showed that the ultimate load and flexural stiffness of the strengthened beams with SMA-CFRP composites increased by 79.2% and 57.9% more than those of the unstrengthened beams. By comparison, the CFRP-only and SMA-only strengthened beams merely achieved half the ultimate load and flexural stiffness over the strengthened beams with SMA-CFRP composite. Besides, compared to the unstrengthened beams, the notch tip yield load for the strengthened beam with SMA-CFRP composite was increased by 230%, while the notch tip yield load for strengthened beams with CFRP-only and SMA-only just increased by 70% and 125%. These indicate that the SMA-CFRP composite strengthening can significantly delay crack propagation and improve the load capacity and stiffness of notched steel beams. Moreover, the analytical results of the maximum allowable moment were in good agreement with experimental results, indicating the accuracy of the proposed analytical equations.

24 July 2022 in Buildings
Verified
Journal Article
Open access
PDF file
ZLZongchao Liu
Zongchao Liu
XLXiaoda Li
Xiaoda Li
JLJunhui Li
Junhui Li
Shuai TengShuai Teng
Shuai Teng
Timely crack detection plays an important role in building damage assessment. In this study, an automatic crack detection method based on image registration and pixel-level segmentation (improved DeepLab_v3+) is proposed. Firstly, the moving images are calibrated by image registration, and the similarity method is adopted to evaluate the calibrated results. Secondly, the DeepLab_v3+ is improved and used to segment the fixed images and the calibrated images. Finally, the difference of crack pixels between the fixed and calibrated images is estimated, and the key parameter is investigated to find the optimal optimizer and learning rate. The results illustrate that: (1) the image registration technology shows excellent calibration achievement and the average error is only 4%; (2) with the resnet50 being selected as the backbone network of improved Deeplab_v3+, the automatic detection method proposed in this study is more efficient in comparison with other common pixel-level segmentation algorithms; (3) the best network optimizer of improved Deeplab_v3+ and learning rate of crack segmentation task are sgdm and 0.001, respectively. The crack detection method proposed in this study can significantly improves the technical level of crack detection in practical projects.

10 July 2025 in Structural Concrete
Verified
Journal Article
Closed access
JLJunhui Li
Junhui Li
ZZZhaotan Zhang
Zhaotan Zhang
SAShingo Asamoto
Shingo Asamoto
YWYi Wang
Yi Wang

1 June 2020 in Man and the Economy
Verified
Journal Article
Closed access
PDF file
JLJunhui Li
Junhui Li
Since mathematician John von Neumann and economist Oskar Morgenstern introduced the theory of games as a branch of modern mathematics into Economics, it has become rather prevalent, and it is even thought to be able to rewrite the whole microeconomics, that is to say, replace the frame of economic theory found by Marshall in “Principles of Economics”. But this paper will show that there are two frauds in the “Prisoners’ Dilemma”, one of the classical models in the theory of games. One is the missing calculation of costs of “cooperative solution”, the other is invalidity of “cooperative solution” when adopted to explain the phenomenon in economy or business field, because of misleading by the wrong definition of Monopoly. Oligarchs cannot increase the monophonic degree, even if they cooperate or collide to decrease the productions. But the fundamental problem of the prisoners’ dilemma lies in ad hoc theory. There are transaction costs in cooperation, which is the key constraint. Some special ways (such as repeated game) to decrease transaction costs in special cases are not key factors. This problem exists in all models of the theory of games, so it is its Achilles’ heel.