• Title/Summary/Keyword: 체적력

Search Result 196, Processing Time 0.027 seconds

A Study on the 3D Analysis of Debris Flow Based on Large Deformation Technique (Coupled Eulerian-Lagrangian) (대변형 해석기법(Coupled Eulerian-Lagrangian)을 이용한 3차원 토석류 거동분석)

  • Jeong, Sang-Seom;Lee, Kwang-Woo;Ko, Jun-Young
    • Journal of the Korean Geotechnical Society
    • /
    • v.31 no.12
    • /
    • pp.45-57
    • /
    • 2015
  • This paper presents the application of the Coupled Eulerian-Lagrangian (CEL) technique to simulate the debris flow. The main objective of this study is to investigate the applicability of CEL technique to the behavior of debris flow, such as flow velocity and influence area. Comprehensive studies to verify the behavior of debris flow are presented in this study. Through comparison with measured flow velocity from Umyeonsan (Mt.), CEL approach was found to be in good agreement with the general trend observed by in actual debris flow. In addition, CEL technique accurately simulated the behavior of debris flows, therefore, it can be used for designing the countermeasure structure.

Analysis of the Creep Effect on the Dural-sac Occlusion in the Lumbar Spinal Motion Segment (크?현상이 요추 운동분절내의 척추경악 교합에 미치는 영향 해석)

  • 김영은;조성윤
    • Journal of Biomedical Engineering Research
    • /
    • v.22 no.6
    • /
    • pp.551-557
    • /
    • 2001
  • Occlusion of the dural-sac in the lumbar spine was quantitatively analysed using a one motion segment finite element mode developed in this study. Occlusion was quantified by calculating the cross sectional area chance of the dural-sac. In static analysis. less than 2 kN of compressive load could Produced no dural-sac occlusion. whereas 6kN load reduced cross sectional area by 4%, and produced 7.4%, 10.5% occlusion for additional 8 Nm. 10 Nm extension moments. respectively. In creep analysis, 10 Nm extension reduced cross sectional area and volume of the dural-sac by 6.9% and 2.4%, respectively. However. flexion moment could not produce any occlusion. The results suggested that occlusions may result mainly from slackening of ligamentum flavum and disc budging.

  • PDF

An Study on Spray and Combustion Characteristics of Direct Injection LPG under Low Pressure Injection Condition (저압 분사조건에 따른 직접분사 LPG의 분무 및 연소특성 연구)

  • Hwang, Seong-Ill;Chung, Sung-Sik;Yeom, Jeong-Kuk;Lee, Jin-Hyun
    • Journal of the Korean Institute of Gas
    • /
    • v.20 no.1
    • /
    • pp.52-61
    • /
    • 2016
  • Liquefied petroleum gas is regarded as a promising alternative fuel as it is eco-friendly, has good energy efficiency and output performance, practically and has high cost competitiveness over competing fuels. In spark-ignition engine, direct injection technology improves engine volumetric efficiency apparently and operates engine using the stratified charge that has relatively higher combustion efficiency. This study designed a combustion chamber equipped with visualization system by applying gasoline direct injection engine principle. In doing so, the study recorded and analyzed ignition probability and flame propagation process of spark-ignited direct injection LPG in a digital way. The result can contribute as a basic resource widespread for spark-ignited direct injection LPG engine design and optimization extensively.

Evaluate the usefulness of Coincidence Summing Correction Factors for Cylinder and Extended Source Penelope Simulation (실린더 및 확장 소스 PENELOPE 시뮬레이션에 대한 동시합성보정 계수 유용성 평가)

  • Jang, Eun-Sung;Chang, Bo-Seok
    • Journal of the Korean Society of Radiology
    • /
    • v.15 no.6
    • /
    • pp.821-831
    • /
    • 2021
  • In order to calibrate energy and efficiency using the PENELOPE Code, a PENELOPE simulation was performed using a volume source. Here, we want to verify peak efficiency and usefulness by performing simultaneous measurement and correction. calculate the coincident sum correction for all volumes, first subdivide the volumes of the cylinder and the four Marinelli beakers into three heights again. Therefore, the simultaneous measurement correction coefficient in three areas and the simultaneous measurement correction coefficient for the entire volume source are calculated as output. At low energies, the j value for each source volume (50-300 ml) is small and increases significantly in the high energy range. Simulation results showed good agreement within 2.5% for all source volumes except for 50 ml and 300 ml, which were up to 4%. This means that the correction for the simultaneous measurement effect during measurement is effective. In addition. Based on this, it can be confirmed that there is an advantage to improve the detection efficiency when measuring various sources and environmental samples.

Analysis on the Rainfall Triggered Slope Failure with a Variation of Soil Layer Thickness: Flume Tests (강우로 인한 조립토 사면에서의 토층 두께 변화에 따른 사면의 활동 분석: 실내 모형실험)

  • SaGong, Myung;Yoo, Jea-Ho;Lee, Sung-Jin
    • Journal of the Korean Geotechnical Society
    • /
    • v.25 no.4
    • /
    • pp.91-103
    • /
    • 2009
  • Slope failure depends upon the climatic features related to related rainfall, structural geology and geomorphological features as well as the variation of the mechanical behaviors of soil constituting a slope. In this paper, among many variables, effects of soil layer thickness on the slope failure process, and variations of matric suction and volumetric water content were observed. When the soil layer is relatively thick, the descending wetting front decreases matric suction and the observed matric suction reaches to "0" value. When the wetting front reaches to the impermeable boundary, the bottom surface of steel soil box, ascending wetting front was observed. This observation can be postulated to be the effects of various sizes of pores. When macro size pores exist, the capillary effects can be reduced and infilling of pore will be limited. The partially filled pores would be filled with water during the ascending of the wetting front, which bounces from the impermeable boundary. This assumption has been assured from the observation of variation of the volumetric water contents at different depth. When the soil layer is thick (thickness = 20 cm), for granular material, erosion is a cause triggering the slope failure. It has been found that the initiation of erosion occurs when the top soil is fully saturated. Meanwhile, when the soil layer is shallow (thickness = 10 cm), slope slides as en mass. The slope failure for this condition occurs when the wetting front reaches to the interface between the soil layer and steel soil box. As the wetting front approaches to the bottom of soil layer, reduction of shear resistance along the boundary and increase of the unit weight due to the infiltration occur and these produce complex effects on the slope failure processes.

Case Study on the Instability of the Slopes in Unsaturated Residual Soils Considering the Rainfall Characteristics (강우특성을 고려한 불포화 잔적토 비탈면의 붕괴사례 연구)

  • Nam, Samheon;Lee, Younghuy;Oh, Seboong
    • Journal of the Korean GEO-environmental Society
    • /
    • v.16 no.1
    • /
    • pp.45-53
    • /
    • 2015
  • This study has obtained Soil Water Retention Curve (SWRC) of the unsaturated soil from the volumetric pressure plate extractor test and the triaxial compression tests was also conducted. By using the rainfall data measured in the site the seepage analysis of unsteady flow was performed with the program of SEEP/W in Geostudio 2007 and stability of the slope was analyzed with SLOPE/W program. Results of analyses show that shear strength of the unsaturated soil increases with the increase of matric suction. And it was also found that the net volumetric stress and the apparent cohesion increased with the matric suction. The seepage analysis of rainfall represents that the increasing rate of negative pore pressure at the zone of large negative pore pressure is appeared to be high even though lower rainfall intensity, but this tendency declines with ground depth. The stability analysis of slope was carried out for the actual plane of failure with the data representing the field condition. The factor of safety thus calculated was about unity (1.0) or just below, which means that the adopted method of analysis is in good agreement with the field condition.

Quality characteristics of rice cupcakes prepared from Korean rice varieties (품종이 다른 국내산 쌀을 이용한 쌀컵케이크의 품질 특성)

  • Kim, Ji Myoung;No, Junhee;Song, Nan Ju;Shin, Malshick
    • Korean Journal of Food Science and Technology
    • /
    • v.49 no.2
    • /
    • pp.151-157
    • /
    • 2017
  • The physicochemical properties of rice flours and quality characteristics of rice cupcake were investigated using the domestic rice varieties Goami, Hanareum, Hanmaeum, Deuraechan, Seolgaeng, and Haiami. Protein and amylose contents were highest in. The final and setback viscosities of Haiami, Hanmaeum, Deuraechan, and Hanareum were higher than those of Goami and Seolgaeng. The specific volume of rice cupcakes was lower with Goami and Haiami than with the others. Seolgaeng cupcake had a dented surface and irregular air pockets, while the Hanareum cupcake was well shaped and had uniform air pockets. The hardness, springiness, and chewiness of Goami and Haiami cupcakes were higher than those of the others, while adhesiveness was observed only in Seolgaeng cupcake. The overall preferences scores of rice cupcakes prepared from Hanareum, Hanmaeum and Deuraechan were higher than for the other cupcakes (p<0.05). These results suggested that amylose content, and final and setback viscosities of rice flour are very important factors in rice cupcakes.

The Effects of Daycare Center Directors' Multipliership on Teacher Cooperation and Colleague Support of Child Care Teacher (어린이집 원장의 멀티플라이어십이 보육교사의 교사협동과 동료지원에 미치는 영향)

  • Lee, Jee Hee;Park, Yoon Joe
    • Korean Journal of Child Education & Care
    • /
    • v.18 no.2
    • /
    • pp.103-115
    • /
    • 2018
  • Objective: The purpose of this study was to understand the formation of organizational relationship necessary to the correct operation of daycare centers through the relations between mulitpliership of daycare directors, and teachers cooperation and colleague support of childcare teachers. Methods: The subjects in this study were 234 childcare center teachers in Seoul and Gyoungi Province in South Korea. Two different inventories were utilized. Multipliership scale, teacher cooperation scale and colleague support scale were used. As for data analysis, the frequency analysis, exploratory factor analysis, reliability analysis, and correlation analysis were conducted through SPSS 20.0 program. Results: First, the sub-factors of multipliership of daycare center directors such as working joyfully, settling productive discussion, increasing unity of members, and establishing personal value culture in order were the preceding factors having positive effects on the teachers cooperation of childcare teachers. Second, the sub-factors of multipliership of daycare center directors such as settling productive discussion, establishing personal value culture, working joyfully, and increasing unity of members in order were the preceding factors having positive effects on the colleague support of childcare teachers. Conclusion/Implications: This study suggests researches improve the quality of childcare, and also researches on the development of programs enhancing multipliership.

용융탄산염형 연료전지 분리판 재료의 부식거동

  • 이충곤
    • Proceedings of the Korean Institute of Surface Engineering Conference
    • /
    • 1998.05a
    • /
    • pp.21-21
    • /
    • 1998
  • 새로운 에너지원으로 각광받고 있는 연료전지는 우주선 동력윈으로서의 이용이래, 보다 실용적인 발전 시스템을 목적으로 많은 연구개발이 시도되고 있다. 이러한 연료전지는 사용하는 전해질의 특성으로 인하여 저온형($<300^{\circ}C$) 과 고온형($500^{\circ}C<$)으로 구분된 수 있는데, 저온형 연료전지의 경우는 전극반응 특성상 귀금속 촉매가 필요한 데 비해, 고온형 연료전지는 이러한 귀금속 촉매가 필요없다는 점등에서 다양한 장점을 가지게 된다. 즉, 저온형에 비해 다양한 연료가 가능하고, 대형화에 유리함며, 고온 페열을 이용할 수 있는 점 등을 들 수 있다. 용융탄산염형 연료전지(MFCFC)는 이러한 고온형 연료진지의 장점을 배경으로 현재 대규모의 개발이 진행되고 있다. 그러나 여기에 주로 사용되는 Li-K, Li-Na와 같은 용융탄신엽은 고부식성 전해질로서 대부분의 금속이 산화물을 형성하는 것으로 알려져 있다. MCFC의 분리판은 셀간을 전기적으로 이어주는 역할, 가스의 유로제공 및 가스 Sealing의 역할을 담당하는 부분으로서, 분리판의 부식은 이러한 특성의 저하 및 전해질의 소모를 유발시켜 MCFC의 내구성에 커다란 영향 을 미치는 요인으로 생각되고 있다. 이러한 배경으로부터 Uchida 그룹은 MCFC의 분라판 재료 의 부식거동을 계동적으로 검토하였다. 먼저 Fe에 Ni 과 Cr을 첨가한 재료를 산화성가스 분위기하에서 $(Li+K)CO_3$에 대하여 검토한 결과, Ni과 Cr 둘다 20wt%이상 첨가시, 내식성융 가지는 결 과를 보고하였다2) 이 경우 보호피막으로서 NiO 와 $LiCrO_2$가 작용하는데, $LiCrO_2$가 용융탄산염 중에서 보다 안정한 것으로 부터, Cr의 첨가가 내식성에 기여하는 것으로 판단하였다. 다음 단계 로서 Fe/Cr재료에 용-융탄산염 중에서 안정한 산화물을 형성하는 Al의 첨가효과를 검토하였다. Al의 첨가는 더욱 내식성을 향상시키는 것이 발견되었고, 약 4wt%의 첨가로 충분한 내식성을 가지 는 것을 보고 하였다. 그러나 이러한 안정한 산화물에 의한 내식성 향상은 전기진도도의 희생을 바탕으로 한 것으로서, 다읍 단계로서 Ti산화물의 반도체적인 특성을 이용하고자 제 4의 원소로서 Ti첨가를 시도하였다. 그러나 Fe/Cr/AVTi재료가 뛰어난 내식성을 가지는 것은 관찰되었으나, 전도도 향상에는 기여하지 못하는 것이 보고되었다. 현재 MCFC는 실용화를 위한 고성능화의 하나로서 가압하에서의 운전을 시도하고 있다. 이 러한 가압하에서의 운전은 기전력의 향상 및 전극반응의 촉진 등으로 출력의 향상을 가져오나. 현재 문제로 되고 있는 Cathode극인 NiO의 용해/석출 현상을 가속화하는 결과를 초래해, 이에대 한 대책으로서 Li-K보다 NiO의 용해가 적은 Li-Na탄산염으로의 전환이 진행되고 있다. 이러한 배경으로부터 Uchida그룹에서 개발한 FeiCr/AVTi재료와 현재 분리판 재료로 사용증인 SUS 310, S SUS 316재료에 대해. 산화성 분위기의 5기압까지의 가압하에서, Li-K, Li-Na탄산염에 대하여 부 식거동을 검토한 결과, 가압하에서 내식성이 향상되는 것이 발견되었다. 이유로서는 가압하에서 용융탄산엽의 증가된 산화력으로 보다 치밀한 내식성 산화물 피막이 형성되기 때문으로 생각되고 있다. 또한 Li-K, Li-Na탄산염에서의 부식의 정도에는 차이가 거의 없었으나, SUS 316의 경우 탄산염에 젖은 부분에서 내식성 피막이 형성되지 않는 이상부식현상이 관찰되었다. 재료간의 내식성 정도에서는 Fe/Cr/Al/Ti이 가장 내식성이 뛰어났으며, SUS 310 또한 뛰어난 내식성을 보였다.

  • PDF

A Study on the Behaviour of Single Piles to Adjacent Tunnelling in Stiff Clay (견고한 점토층에서 실시된 터널근접시공으로 인한 단독말뚝의 거동에 대한 연구)

  • Jeon, Youngjin;Lee, Cheolju
    • Journal of the Korean GEO-environmental Society
    • /
    • v.16 no.6
    • /
    • pp.13-22
    • /
    • 2015
  • In the current work, a series of three-dimensional (3D) numerical modelling has been performed in order to study the effects of the relative locations of tunnels with respect to the position of pile tips which governs the behaviour of pre-existing, adjacent single piles. In the numerical analyses, several governing factors, such as tunnelling-induced pile head settlements, relative displacements, volume losses, axial pile forces, interface shear stresses and apparent factors of safety have been analysed. When the pile tips are inside the tunnelling influence zone, of which the pile tip location is considered with respect to the tunnel position, tunnelling-induced pile head settlements are larger than the ground surface settlements, resulting in tunnelling-induced tensile pile forces. On the contrary, when the pile tips are outside the influence zone, compressive pile forces associated with downward shear stresses at the upper part of the piles are developed. Based on computed load and displacement relation of the pile, the apparent factors of safety of the piles inside the tunnelling influence zone have been reduced by 36% in average. The shear transfer mechanism based on the relative tunnel locations has been analysed in great detail by considering tunnelling-induced pile forces, interface shear stresses and the apparent factors of safety.