Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Fengbin Zhou"'
Publikováno v:
Journal of Information Display, Vol 24, Iss 1, Pp 13-29 (2023)
ABSTRACTLight field 3D display has attracted great attention as the hardware interface for a virtual 3D application. The design and fabrication of light-modulating structures directly affect the authenticity of the reconstructed 3D image. The critica
Externí odkaz:
https://doaj.org/article/6af61705c1954cb786373f0c603d78c3
Autor:
Fengbin Zhou, Wenhao Li, Ying Hu, Lepeng Huang, Zhuolin Xie, Jun Yang, Daifeng Wu, Zhonghao Chen
Publikováno v:
Buildings, Vol 13, Iss 10, p 2421 (2023)
Humidity change in concrete is the leading cause of concrete shrinkage. Moreover, the moisture diffusion coefficient of concrete is an essential parameter for assessing and predicting the internal moisture content of concrete. However, there is a lac
Externí odkaz:
https://doaj.org/article/b912b54c3faa416ca9344cccce828b8c
Autor:
Jianyu Hua, Erkai Hua, Fengbin Zhou, Jiacheng Shi, Chinhua Wang, Huigao Duan, Yueqiang Hu, Wen Qiao, Linsen Chen
Publikováno v:
Light: Science & Applications, Vol 10, Iss 1, Pp 1-9 (2021)
A space-variant information density three-dimensional display with ultrawide field of view is achieved by a large-scale 2D-metagrating complex, which shows great potential for portable electronic devices.
Externí odkaz:
https://doaj.org/article/7069cf408ad1495bb46e6cf65d807aea
Autor:
Fengbin Zhou, Hao Jiang, Lepeng Huang, Ying Hu, Zhuolin Xie, Zhikai Zeng, Maoyi Liu, Bo Wang, Xingyang Zhou
Publikováno v:
Buildings, Vol 13, Iss 9, p 2201 (2023)
This paper evaluates the shrinkage performance of concrete under complex internal constraint environments comprising steel plates, studs, and reinforcement to investigate their respective influence laws on the shrinkage performance of concrete. An ea
Externí odkaz:
https://doaj.org/article/43251f8c08d04b879bf1e9e1d6d371ee
Publikováno v:
Micromachines, Vol 14, Iss 7, p 1401 (2023)
We propose a method for designing a long-focal-depth diffractive achromat (LFDA). By applying rotational symmetric parameterization, an LFDA with a diameter of 10.89 mm is designed over three wavelengths at six focal planes. The smoothly changed slop
Externí odkaz:
https://doaj.org/article/4fdfcea20570407f9a99c618c880ecd9
Autor:
Fengbin Zhou, Changwang Su, Daifeng Wu, Jianmin Hua, Lepeng Huang, Qiming Luo, Maoyi Liu, Mi Nie, Chunyao Tang
Publikováno v:
Materials, Vol 15, Iss 10, p 3734 (2022)
The risk of cracking in the early stage is a critical indicator of the performance of concrete structures. Concrete cracked when the tensile stresses caused by deformation under restraint conditions exceeded its tensile strength. This research aims a
Externí odkaz:
https://doaj.org/article/a4b2ef23f54e4090adbb425cb11f20a1
Publikováno v:
Photonics, Vol 8, Iss 8, p 337 (2021)
Glasses-free augmented reality (AR) 3D display has attracted great interest in its ability to merge virtual 3D objects with real scenes naturally, without the aid of any wearable devices. Here we propose an AR vector light field display based on a vi
Externí odkaz:
https://doaj.org/article/c725c4a010aa40129b9418b9cb166d08
Publikováno v:
Materials, Vol 13, Iss 3, p 658 (2020)
In this research, the influence of reinforcement bars on concrete pore structure and compressive strength was experimentally investigated. Concrete samples with two mixture ratios and nine reinforcement ratios were provided. Tests were conducted on c
Externí odkaz:
https://doaj.org/article/dc49ef57a3b447b3b752b5ddc2635a8a
Publikováno v:
Materials, Vol 12, Iss 3, p 342 (2019)
To help designers develop solutions to overcome the cracking problem in steel-plate-reinforced concrete composite shear walls due to the concrete shrinkage, the influence of steel plates and studs on the shrinkage behavior of high-performance concret
Externí odkaz:
https://doaj.org/article/a659cd9f2b2d4210a685d1859a61c123
Publikováno v:
Applied Sciences, Vol 9, Iss 1, p 24 (2018)
With an extension in service years, bridges inevitably suffer from performance deterioration. Columns are the main components of bridge structures, which support the superstructure. The damage of pier columns is often more harmful to bridges than tha
Externí odkaz:
https://doaj.org/article/c608b156387b4513a09fb932fefa44f3