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Jian Lin,Wen-Hai Huang,Shu-Hua Lei,Chang-Cheng Liu,Qi Bian,Li-Na Ma,Dong-Wei Li 한양대학교 세라믹연구소 2008 Journal of Ceramic Processing Research Vol.9 No.4
Nano-crystals embedded in glass always have interesting quantum effects, while nano-crystal patterns may have wide potential applications in preparing PIC, OEIC and other types of electronic and optoelectronic devices. A direct current electric field, accompanied by heat treatment, was applied on tellurite or silicate glass sheets. The silver ions in a diffused film were introduced into the glass matrix under a high-voltage electric field, instead of supplied during glass melting. The direct diffusion of metal ions, the nucleation and crystallization of nano-crystals in the glass were well controlled by the electric field accompanied by heat treatment. It was found that silver nano-crystal patterns can be transfer printed into tellurite and silicate glass sheets with both patterned diffusion and patterned crystallization. Nano-crystals embedded in glass always have interesting quantum effects, while nano-crystal patterns may have wide potential applications in preparing PIC, OEIC and other types of electronic and optoelectronic devices. A direct current electric field, accompanied by heat treatment, was applied on tellurite or silicate glass sheets. The silver ions in a diffused film were introduced into the glass matrix under a high-voltage electric field, instead of supplied during glass melting. The direct diffusion of metal ions, the nucleation and crystallization of nano-crystals in the glass were well controlled by the electric field accompanied by heat treatment. It was found that silver nano-crystal patterns can be transfer printed into tellurite and silicate glass sheets with both patterned diffusion and patterned crystallization.
A study on the bearing effect of pier column backfilling in the goaf of a thin coal seam
Jianlin Xie,Weibing Zhu,JiaLin Xu,Jiahui Wen,Chuanzhen Liu 한국지질과학협의회 2016 Geosciences Journal Vol.20 No.3
The pier column backfilling method in the goaf of a thin coal seam introduced in this paper is the latest backfilling technology in China, which has the combined advantages of high efficiency and low cost. In order to fully verify the load bearing effect of this backfilling method, a comprehensive evaluation model which combined the actual measurement, numerical simulation and physical simulation is implemented in this paper. First, the stress bearing formula and backfilling volume rate of a pier column backfilling body is obtained by theory analysis. Then, through field monitoring, it was concluded that the bearing capacity when the backfilling body reached a stable state was similar to the results of theoretical calculation, and no obvious deformation occurred by observation the roadway deformation with the site. Finally, based on the drilling columnar and lithological parameters of the site, corresponding physical and numerical models were established and used to study the bearing effect of this backfilling method. It could be found that the stresses and displacements data that resulted from the simulation relatively confirmed data obtained from the site. After comprehension of above researches, it is concluded that the pier column backfilling method in a goaf has good bearing effect and a good economic benefit for mining thin coal seams.
Explicit solutions for a SWCNT collapse
Jianlin Liu,Junghoon Lee 대한기계학회 2011 대한기계학회 춘추학술대회 Vol.2011 No.10
Self-collapse of carbon nanotubes (CNTs) may prominently affect their electrical properties and holds promise for important applications in the emerging nano-mechanical or electronic systems. Based upon the potential energy functional, we derived the governing equation and transversality boundary condition for a collapsed single-walled carbon nanotube (SWCNT). Considering the inextensible condition of the elastica, some closed-form solutions for the collapsed configuration were obtained in terms of elliptical integrals. These analytical solutions include the critical length of the flat contact segment, critical radii for collapsed and circular shapes of the cross-section, deflections and potential energies of the SWCNTs. Finally, the energy states and the collapsed morphologies of the SWCNTs were presented. These explicit solutions are beneficial for the design of nano-structured materials, and cast a light on enhancing their mechanical, chemical, optical and electronic properties.
Some Consideration on Assets Operation in Transport Enterprises of China Railways
Fan Jianlin,Sun Zhang,Shen Junzuo 대한교통학회 1998 대한교통학회 기타자료 Vol.1998 No.-
Through an analyses of the necessity and the practical meaning of the assets operation in railway transport enterprises, the authors argue that a railway transport enterprise shall lay equal stress on assets operation and production management, and suggest to take concrete steps on the basis of the aforesaid management strategy.
Risk evaluation of steel frames with welded connections under earthquake
Song, Jianlin,Ellingwood, Bruce R. Techno-Press 2001 Structural Engineering and Mechanics, An Int'l Jou Vol.11 No.6
Numerous failures in welded connections in steel moment-resisting building frames (SMRF) were observed when buildings were inspected after the 1994 Northridge Earthquake. These observations raised concerns about the effectiveness of such frames for resisting strong earthquake ground motions. The behavior of SMRFs during an earthquake must be assessed using nonlinear dynamic analysis, and such assessments must permit the deterioration in connection strength to capture the behavior of the frame. The uncertainties that underlie both structural and dynamic loading also need to be included in the analysis process. This paper describes the analysis of one of approximately 200 SMRFs that suffered damage to its welded beam-to-column connections from the Northridge Earthquake is evaluated. Nonlinear static and dynamic analysis of this SMRF in the time domain is performed using ground motions representing the Northridge Earthquake. Subsequently, a detailed uncertainty analysis is conducted for the building using an ensemble of earthquake ground motions. Probability distributions for deformation-related limit states, described in terms of maximum roof displacement or interstory drift, are constructed. Building fragilities that are useful for condition assessment of damaged building structures and for performance-based design are developed from these distributions.