Zhenyu Wang

Dr. Zhenyu Wang


Research Focus & Metrics

Academic Career Length

25Years (2002-Present)

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

Representative Publications

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13 August 2019 in Physical Review Letters
Verified
Journal Article
Closed access
PDF file
SZSiyuan Zou
Siyuan Zou
YXYadong Xu
Yadong Xu
RZRazafizana Zatianina
Razafizana Zatianina
CLChunyang Li
Chunyang Li
XLXu Liang
Xu Liang
ZWZhenyu Wang
Zhenyu Wang
Inspired by electromagnetic waveguide cloaks with gradient index metamaterials, we fabricated a broadband cloak with simply a gradient depth profile on the bottom and without any other structures on the top to confine water waves in a certain area for cloaking regions. The new physics of mode conversion for water waves is first found. The experimental and numerical simulation results are in good agreement and show that the presented device has a nice performance for various situations and is feasible over a broadband of working frequencies. Being easy to construct, this design is potentially of significance for port applications.

7 September 2018 in Physical Review Letters
Verified
Journal Article
Closed access
PDF file
CLChunyang Li
Chunyang Li
LXLin Xu
Lin Xu
LZLili Zhu
Lili Zhu
SZSiyuan Zou
Siyuan Zou
QLQing Huo Liu
Qing Huo Liu
Huan-yang ChenHuan-yang Chen
Huan-yang Chen
By introducing concepts from transformation optics to the manipulation of water waves, we design and experimentally demonstrate two annular devices for concentrating waves, which employ gradient depth profiles based on Fabry-Pérot resonances. Our measurements and numerical simulations confirm the concentrating effect of the annular devices and show that they are effectively invisible to the water waves. We show that transformation optics is thus an effective framework for designing devices to improve the efficiency of wave energy collection, and we expect potential applications in coastline ocean engineering.

13 May 2009 in Computer-Aided Civil and Infrastructure Engineering
Verified
Journal Article
Open access
PDF file
Yu-Fei WuYu-Fei Wu
Yu-Fei Wu
ZWZhenyu Wang
Zhenyu Wang
KLKang Liu
Kang Liu
WHWei He
Wei He
To overcome the problem of debonding, a new hybrid‐bonded fiber‐reinforced polymers (HB‐FRP) strengthening system has recently been developed. This HB‐FRP technique can increase the interfacial bond strength several folds. In this work, a finite element (FE) model for HB‐FRP strengthened beams is developed to simulate the responses of the new structural system. The interfacial behaviors between the FRP and the concrete are simulated with a shear friction model. Comparisons between the predictions from this model and the test results demonstrate the accuracy of the FE model. The mechanism of the HB‐FRP system and failure modes are then studied using the proposed model.

1 July 2013 in Structural Safety
Verified
Journal Article
Closed access
FLFuqiang Li
Fuqiang Li
ZWZhenyu Wang
Zhenyu Wang
GLGuohua Liu
Guohua Liu

1 June 2013 in International Journal of Rock Mechanics and Mining Sciences
Verified
Journal Article
Closed access
ZWZhenyu Wang
Zhenyu Wang
Cheng FangCheng Fang
Cheng Fang
YCYinlu Chen
Yinlu Chen
WCWeifeng Cheng
Weifeng Cheng

23 May 2013 in Advances in Materials Science and Engineering
Verified
Journal Article
Open access
PDF file
XMXianwei Ma
Xianwei Ma
ZWZhenyu Wang
Zhenyu Wang
The paste/mortar attached to the recycled aggregate decreases the quality of the aggregate and needs to be stripped. The stripped paste/mortar is roughly 20% to 50% in waste concrete, but relevant research is very limited. In this paper, the effects of ground waste concrete (GWC) powder, coming from the attached paste/mortar, on water demand for normal consistency, setting time, fluidity, and compressive strength of cement were analyzed. The results show that the 20% of GWC powder (by the mass of binder) has little effect on the above properties and can prepare C20 concrete; when the sand made by waste red clay brick (WRB) replaces 20% of river sand, the strength of the concrete is increased by 17% compared with that without WRB sand.