• Title/Summary/Keyword: loading level

Search Result 1,190, Processing Time 0.028 seconds

Thick Positive Electrode using Polytetrafluorethylene (PTFE) Binder for High-Energy-Density Lithium-ion Batteries (높은 에너지 밀도의 리튬이온 이차전지를 위한 PTFE 바인더를 적용한 고로딩 양극)

  • Kang, Jeong Min;Kim, Hyoung Woo;Jang, Young Seok;Kim, Haebeen;Ryu, Ji Heon
    • Journal of the Korean Electrochemical Society
    • /
    • v.24 no.2
    • /
    • pp.28-33
    • /
    • 2021
  • Many researchers have increased the loading level of electrodes to improve the energy density of secondary batteries. In this study, high-loading NCM523 (LiNi0.5Co0.2Mn0.3O2) positive electrode is manufactured using a polytetrafluoroethylene (PTFE) binder, not the conventional polyvinylidene fluoride (PVdF) binder, which has been commonly used in lithium-ion batteries. Through the kneading process using PTFE suspension, not the conventional slurry process using PVdF solution in N-methyl-2-pyrrolidinone (NMP), thick electrodes with high loading are easily manufactured. When the PTFE and PVdF-based electrodes are prepared at a loading level of 5.0 mAh/cm2, respectively, the PTFE-based electrode shows better cycle performance and rate capability than those of PVdF-based electrodes. The electrode manufactured by the kneading process using a PTFE binder has high electrode porosity due to insufficient roll-press, but the porosity can be lowered by high temperature roll-press over 120℃. However, there is no significant difference in cycle performance according to the roll press temperature. In addition, the cycle performance of the high loading electrode is slightly improved by increasing the content of the conductive material. Overall, the PTFE binder can improve the performance of the high loading electrode, but additional solutions will be needed.

Spatial Analysis of Nonpoint Source Pollutant Loading from the Imha dam Watershed using L-THIA (L-THIA를 이용한 낙동강수계 임하댐유역 비점오염원의 공간적 분포해석)

  • Jeon, Ji-Hong;Cha, Daniel K.;Choi, Donghyuk;Kim, Tae-Dong
    • Journal of The Korean Society of Agricultural Engineers
    • /
    • v.55 no.1
    • /
    • pp.17-29
    • /
    • 2013
  • Long-Term Hydrologic Impact Assessment (L-THIA) model which is a distributed watershed model was applied to analyze the spatial distribution of surface runoff and nonpoint source pollutant loading from Imha watershed during 2001~2010. L-THIA CN Calibration Tool linked with SCE-UA was developed to calibrate surface runoff automatically. Calibration (2001~2005) and validation (2006~2010) of monthly surface runoff were represented as 'very good' model performance showing 0.91 for calibration and 0.89 for validation as Nash-Sutcliffe (NS) values. Average annual surface runoff from Imha watershed was 218.4 mm and Banbyun subwatershed was much more than other watersheds due to poor hydrologic condition. Average annual nonpoint source pollutant loading from Imha wateshed were 2,295 ton/year for $BOD_5$, 14,752 ton/year for SS, 358 ton/year for T-N, and 79 ton/year for T-P. Amount of pollutant loading and pollutant loading rates from Banbyun watershed were much higher than other watersheds. As results of analysis of loading rate from grid size ($30m{\times}30m$), most of high 10 % of loading rate were generated from upland. Therefore, major hot spot area to manage nonpoint source pollution in Imha watershed is the combination of upland and Banbyun subwatershed. L-THIA model is easy to use and prepare input file and useful tool to manage nonpoint source pollution at screening level.

The feasibility of immediately loading dental implants in edentulous jaws

  • Henningsen, Anders;Smeets, Ralf;Wahidi, Aria;Kluwe, Lan;Kornmann, Frank;Heiland, Max;Gerlach, Till
    • Journal of Periodontal and Implant Science
    • /
    • v.46 no.4
    • /
    • pp.234-243
    • /
    • 2016
  • Purpose: Immediate loading of dental implants has been proved to be feasible in partially edentulous jaws. The purpose of this retrospective investigation was to assess the feasibility of immediately loading dental implants in fully edentulous jaws. Methods: A total of 24 patients aged between 53 and 89 years received a total of 154 implants in their edentulous maxillae or mandibles. Among the implants, 45 were set in fresh extracted sockets and 109 in consolidated alveolar bones. The implants were provisionally managed with chair-side made provisional resin bridges and exposed to immediate loading. Implants were followed up for 1-8 years, including radiographic imaging. Marginal bone levels were evaluated based on radiographic imaging. Results: A total of 148 out of the 154 implants survived over the follow-up period of 1 to 8 years, giving a survival rate of 96%. The time or region of the implantation, the pre-implant augmentation, and the length and diameter of the implants had no statistically significant influence on the survival or the success rate. The marginal bone level remained stable with only minimal loss of 0.3 mm after 60 months of loading. Conclusions: Within the limitations of this study, immediate loading is feasible for dental implants in edentulous jaws.

P Wave Velocity Anisotropy and Microcracks of the Pochon Granite Due to Cyclic Loadings (압축피로에 의한 포천화강암의 미세균열 발달과 P파속도 이방성)

  • Kim, Yeonghwa;Jang, Bo-An;Moon, Byeung Kwan
    • Economic and Environmental Geology
    • /
    • v.30 no.4
    • /
    • pp.353-362
    • /
    • 1997
  • P wave velocities of core samples from the Pocheon granite were measured before and after applications of cyclic loading. Then. distribution of the pre-existing microcracks and microcracks developed due to the cyclic loading was investigated by analyzing P wave velocity anisotropies and microscopic observations from thin sections. Anisotropy constants were calculated with three different ways: (1) $C_A$ between the maximum and the minimum velocities, (2) $C_AI$ between velocities measured along the axial direction and the average of six velocities measured in the planes perpendicular to the loading axis (rift plane) and (3) $C_AII$ between the maximum and the minimum velocities measured in the plane perpendicular to the loading axis. Among anisotropy constants. $C_AI$ was the most effective anisotropy constant to identify the rift plane whose orientation is parallel to the pre-existing microcracks as well as the distribution of stress induced microcracks. $C_AI$ decreased after cyclic loading and the relationship between $C_AI$ and number of cycles shows comparatively coherent negative trends. indicating that stress induced microcracks are aligned perpendicular to the orientation of pre-existing microcracks and that the amounts are proportional to the number of loading cycles. The difference of anisotropy constants before and after cyclic loading was effective in delineating the level of cracks and we called it Induced Crack Index. Velocity measurements and microscopic observations show that anisotropy was caused mainly due to microcracks aligned to a particular direction.

  • PDF

Distributed Bit Loading and Power Control Algorithm to Increase System Throughput of Ad-hoc Network (Ad-hoc 네트워크의 Throughput 향상을 위한 적응적 MCS 레벨 기반의 분산형 전력 제어 알고리즘)

  • Kim, Young-Bum;Wang, Yu-Peng;Chang, Kyung-Hi;Yun, Chang-Ho;Park, Jong-Won;Lim, Yong-Kon
    • The Journal of Korean Institute of Communications and Information Sciences
    • /
    • v.35 no.4A
    • /
    • pp.315-321
    • /
    • 2010
  • In Ad-hoc networks, centralized power control is not suitable due to the absence of base stations, which perform the power control operation in the network to optimize the system performance. Therefore, each node should perform power control algorithm distributedly instead of the centralized one. The conventional distributed power control algorithm does not consider the adaptive bit loading operation to change the MCS (modulation and coding scheme) according to the received SINR (signal to interference and noise ratio), which limits the system throughput. In this paper, we propose a novel distributed bit loading and power control algorithm, which considers the adaptive bit loading operation to increase total system throughput and decrease outage probability. Simulation results show that the proposed algorithm performs much better than the conventional algorithm.

Effects of Cell-Cell Contact on Vibration Loading-induced Browning of 3T3-L1 Preadipocytes (진동 자극을 통한 3T3-L1 지방전구세포의 갈변화에서 세포 간 접촉의 영향)

  • Heejin Noh;Yong Chan Jung;Gayoung Kim;Eunyeong Moon;Eun Mi Lee;Chi Hyun Kim
    • Journal of Biomedical Engineering Research
    • /
    • v.45 no.1
    • /
    • pp.43-48
    • /
    • 2024
  • The prevalence of obesity and its complications is steadily increasing worldwide. It is essential to understand cellular level metabolism and microenvironment to treat diseases related to lipid metabolism. Mechanical loading can activate signaling pathway by stimulating cells, especially vibration loading known to inhibit adipogenesis, so it has been studied as a treatment for obesity. Also, vibration loading can affect the inside of the human body non-invasively. Another clue to reducing adipose tissue is browning, which means that white adipocytes changes to brown adipocyte. In this study, we design and developed a device that that can control cell-cell contact, and vibration simulation device. Using these two devices, we investigated responses of cells to vibration loading. Protein expression associated with browning and adipogenesis were analyzed. In conclusion, vibration loading can be transmitted through cell contact and loading applied to the cells can induce browning and inhibit adipogenesis of preadipocytes. These results suggest the possibility that vibrations could be a treatment for obesity.

Study on the Short Term Exposure Level (STEL) of the Benzene for the Tank Lorry Truck Drivers during Loading Process

  • Park Doo Yong
    • International Journal of Safety
    • /
    • v.3 no.1
    • /
    • pp.27-31
    • /
    • 2004
  • Some of the petroleum products contain benzene which is well known as a confirmed human carcinogen. For example, gasoline products contain benzene ranging up to several percents by weight. High exposures to the benzene and other organic solvents would be likely to occur during intermittent tasks and or processes rather than continuous jobs such as sampling, repair, inspection, and loading/unloading jobs. The work time for these jobs is various. However, most of work time is very short and the representative time interval is 15 minutes. Thus, it is preferable to do exposure assessment for 15 minute time weighted average which is known as a short time exposure level(STEL) by ACGIH rather than for 8-hours TWA. It is particularly significant to the exposure monitoring for benzene since it has been known that the exposure rate plays an important role to provoke the leukemia. Due to the large variations, a number of processes/tasks, the traditional sampling technique for organic solvents with the use of the charcoal and sampling pumps is not appropriate. Limited number of samples can be obtained due to the shortage of sampling pumps. Passive samplers can eliminate these limitations. However, low sampling rates resulted in collection of small amount of the target analysts in the passive samplers. This is originated the nature of passive samplers. Field applications were made with use of passive samplers to compare with the charcoal tube methods for 15 minutes. Gasoline loading processes to the tank lorry trucks at the loading stations in the petroleum products storage area. Good agreements between the results of passive samplers and those of the charcoal tubes were achieved. However, it was found that special cautions were necessary during the analysis at very low concentration levels.

Analysis of Benchmark Test Model for Evaluation of Damage Characteristics of Rock Mass near Radioactive Waste Repository (방사성폐기물 처분장 주변 암반의 손상 특성 고찰을 위한 벤치마크 시험 모델 해석)

  • Lee, Hee-Suk
    • Tunnel and Underground Space
    • /
    • v.17 no.1 s.66
    • /
    • pp.32-42
    • /
    • 2007
  • Severe damage can occur around deposition holes due to complex interaction of thermo-hydro-mechanical (THM) loading during the long term operation of high level radioactive waste repository. Many candidate sites for repository are located in crystalline rock mass, therefore mechanism of damage follows the form of brittle fracture and failure. This paper briefly introduces major outcomes from 15 years international collaborative project, DECOVALEX, and presents major study results for current ongoing benchmark test study from DECOVALEX-THMC, to evaluate the effect of THM loading to rock mass in excavation damaged zone (EDZ) near deposition holes. Through benchmark test model by simplifying THM loading to boundary loading obtained numerical results are compared, and discrete fracture interaction after up to 1 million years operation is discussed.

Waterborne Noise Prediction of the Reinforced Cylindrical Shell Using the SEA Technique (SEA 기법을 이용한 보강 원통형 셸의 수중방사소음 해석)

  • 배수룡;전재진;이헌곤
    • Journal of KSNVE
    • /
    • v.3 no.2
    • /
    • pp.155-161
    • /
    • 1993
  • The vibration generated by the machinery on board is transmitted to the hull and into the water. At the early design stage, the prediction of the hull vibration and the radiated noise level is very important to reduce their levels. In this study, SAE(Statistical Energy Analysis) technique is applied to predict structureborne noise level of the hull considering fluid loading. Rayleigh integral is applied to predict the radiated noise level. The results of comparision between the predictions and measurements for the reinforced cylindrical shell have shown good agreements.

  • PDF

Mechanical properties of concrete beams reinforced with CFRP prestressed prisms under reverse cyclic loading

  • Liang, Jiongfeng;Yu, Deng;Wang, Jianbao;Yi, Pinghua
    • Earthquakes and Structures
    • /
    • v.11 no.2
    • /
    • pp.315-326
    • /
    • 2016
  • This paper presents the results of cyclic loading tests on concrete beams reinforced with various reinforcement, including ordinary steel bars, CFRP bars and CFRP prestressed concrete prisms(PCP). The main variable in the test program was the level of prestress and the cross section of PCP. The seismic performance indexes including hysteretic loops, skeleton curve, ductility, energy dissipation capacity and stiffness degradation were analyzed. The results show that the CFRP prestressed concrete prisms as flexural reinforcement of concrete beams has good seismic performance. And the ductility and the energy dissipation capacity were good, the hysteresis loops were full and had large area.