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High-Throughput Growth of Hexagonal Boron Nitride Film Using Porous-Structure Isolation Layer
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作者 Ruitao Jia Fangzhu Qing Xuesong Li 《Journal of Materials Science and Chemical Engineering》 CAS 2023年第3期45-51,共7页
Chemical vapor deposition is considered as the most hopeful method for the synthesis of large-area high-quality hexagonal boron nitride on the substrate of catalytic metal. However, the size the hexagonal boron nitrid... Chemical vapor deposition is considered as the most hopeful method for the synthesis of large-area high-quality hexagonal boron nitride on the substrate of catalytic metal. However, the size the hexagonal boron nitride films are limited to the size of growth chamber, which indicates a lower production efficiency. In this paper, the utilization efficiency of growth chamber is highly improved by alternately stacking multiple pieces of Cu foils and carbon fiber surface felt with porous structure. Uniform and continuous hexagonal boron nitride films are prepared on Cu foils through chemical vapor deposition utilizing ammonia borane as the precursor. This work develops a simple and practicable method for high-throughput preparation of hexagonal boron nitride films, which could contribute to the industrial application of hexagonal boron nitride. . 展开更多
关键词 Hexagonal Boron Nitride Chemical Vapor Deposition Porous Structure isolation layer High Throughput
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Dynamic response of concrete pavement structure with asphalt isolating layer under moving loads 被引量:7
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作者 Jianmin Wu Jiaping Liang Sanjeev Adhikari 《Journal of Traffic and Transportation Engineering(English Edition)》 2014年第6期439-447,共9页
A three-dimensional finite element model (3D FEM) is built using ABAQUS to analyze the dynamic response of a concrete pavement structure with an asphalt isolating layer under moving loads. The 3D model is prepared a... A three-dimensional finite element model (3D FEM) is built using ABAQUS to analyze the dynamic response of a concrete pavement structure with an asphalt isolating layer under moving loads. The 3D model is prepared and validated in the state of no asphalt isolating layer. Stress and deflection at the critical load position are calculated by changing thickness, modulus of isolating layer and the combination between the isolating layer and concrete slab. Analysis result shows that the stress and deflection of the concrete slab increase with the increase of thickness. The stress and deflection of the concrete slab decrease with the increase of combination between the isolating layer and concrete slab. The influence of changing the isolating layer modulus to the stress and deflection of the concrete slab is not significant. From the results, asphalt isolating layer design is suggested in concrete pavement. 展开更多
关键词 concrete pavement asphalt isolating layer moving loads three-dimensional finite element
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