• 제목/요약/키워드: description mechanism

검색결과 145건 처리시간 0.025초

전해질 이온이동 기작 기술을 위한 아레니우스 모델 및 VTF 모델 비교 (Comparison of Arrhenius and VTF Description of Ion Transport Mechanism in the Electrolytes)

  • 김효섭;구본협;이호춘
    • 전기화학회지
    • /
    • 제23권4호
    • /
    • pp.81-89
    • /
    • 2020
  • 전기화학 소자의 성능을 이해하는 데 있어서 전해질 내 이온 전도 기작을 이해하는 것은 매우 중요하다. 그러나 이론적/실험적 어려움으로 인해 아직 완벽한 전해질 내 이온 전도 기작 분석법은 정립되지 못했다. 대신 이온 전도 기작을 기술하기 위한 몇 가지 수학적 모델이 고안되었으며, 본 총설에서는 대표적인 사례인 아레니우스(Arrhenius) 모델과 Vogel-Tammann-Fulcher(VTF) 모델을 소개한다. 일반적으로 이 두 모델은 이온 전도도, 확산 계수, 점도와 같은 이동 특성(transport properties)의 온도 의존성을 기술하는 데 사용되며, 주어진 전해질에 적합한 수학적 모델은 이동 물성의 로그 값과 온도의 역수가 이루는 그래프의 선형성을 통해 판별할 수 있다. 현재 많은 전해질 연구는 다양한 조성과 온도 범위에서 두 모델 중에서 더 적합한 모델을 선정하고, 이를 통해 이온 전도 기작 분석과 활성화 에너지를 도출한다. 향후 전해질 이동 특성을 더욱 정확하게 기술할 수 있는 모델의 개발이 필요하다.

Proposed surface modeling for slip resistance of the shoe-floor interface

  • Kim, In-Ju
    • 한국경영과학회:학술대회논문집
    • /
    • 대한산업공학회/한국경영과학회 1995년도 춘계공동학술대회논문집; 전남대학교; 28-29 Apr. 1995
    • /
    • pp.515-528
    • /
    • 1995
  • Slips and falls are the major causes of the pedestrian injuries in the industry and the general community throughout the world. With the awareness of these problems, the friction coefficients of the interface between floorings and footwear have been measured for the evaluation of slip resistant properties. During this measurement process, the surface texture has been shown to be substantially effective to the friction mechanism between shoe heels and floor surfaces under various types of walking environment. Roughness, either of the floor surface or shoe heels, provides the necessary drainage spaces. This roughness can be designed into the shoe heel but this is inadequate in some cases, especially a wear. Therefore, it is essential that the proper roughness for the floor surface coverings should be provided. The phenomena that observed at the interface between a sliding elastomer and a rigid contaminated floor surface are very diverse and combined mechanisms. Besides, the real surface geometry is quite complicate and the characteristics of both mating surfaces are continuously changing in the process of running-in so that a finite number of surface parameters can not provide a proper description of the complex and peculiar shoe - floor contact sliding mechanism. It is hypothesised that the interface topography changes are mainly occurred in the shoe heel surfaces, because the general property of the shoe is soft in the face of hardness compared with the floor materials This point can be idealized as sliding of a soft shoe heel over an array of wedge-shaped hard asperities of floor surface. Therefore, it is considered that a modelling for shoe - floor contact sliding mechanism is mainly depended upon the surface topography of the floor counterforce. With the model development, several surface parameters were measured and tested to choose the best describing surface parameters. As the result, the asperity peak density (APD) of the floor surface was developed as one of the best describing parameters to explain the ambiguous shoe - floor interface friction mechanism. It is concluded that the floor surface should be continuously monitored with the suitable surface parameters and kept the proper level of roughness to maintain the footwear slip resistance. This result can be applied to the initial stage of design for the floor coverings.

  • PDF

연결부분 설계에 의한 일반교량의 내진성능 (Earthquake Resistance Capacity of a Typical Bridge by Connection Design)

  • 국승규
    • 한국전산구조공학회논문집
    • /
    • 제23권5호
    • /
    • pp.543-550
    • /
    • 2010
  • 내진설계는 타 설계의 요구사항, 즉 각 구조부재의 설계강도가 소요강도 이상이어야 한다는 것을 만족해야 하는 동시에 지진발생시 구조물의 항복과정을 규명하여 제시하여야 한다. 이러한 요구사항이 추가되는 이유는 타 하중과는 차별되는 지진하중의 불확실성이다. 이 연구에서는 일반교량을 해석대상교량으로 선정하고 연결부분의 설계를 수행하여 연성파괴메카니즘을 확보하는 과정을 제시하였다. 이와 같은 과정으로부터 구조부재의 강도 증가 또는 지진저감장치 도입 등의 비용증가 없이 타 설계에서 요구되는 구조부재의 강도 이내에서 내진성능을 확보할 수 있다는 것을 확인하였다.

조석(潮汐)의 영향(影響)이 있는 연안(沿岸)해역(海域)에서의 해안과정(海岸過程)의 변화(變化) (The Change of Beach Processes at the Coastal Zone with the Impact of Tide)

  • 김상호;이중우
    • 한국해양공학회:학술대회논문집
    • /
    • 한국해양공학회 2002년도 춘계학술대회 논문집
    • /
    • pp.257-262
    • /
    • 2002
  • Numerical model introduced in this study combines wave refraction-diffraction, breaking, bottom friction, lateral mixing, and critical shear stress and three sub-models for simulating waves, currents, and bottom change were briefly discussed. Simulations of beach processes and harbor sedimentation were also described at the coast neighboring Bangpo Harbor, Anmyundo, Chungnam, where the area has suffered from accumulation of drifting sand in a small fishing harbor with a wide tidal range. We also made model test for the case of a narrow tidal range at Nakdong river's estuary area to understand the effect of water level variation on the littoral drift. Simulations are conducted in terms of incident wave direction and tidal level. Characteristics of wave transformation, nearshore current, sediment transport, and bottom change are shown and analyzed. We found from the simulation that the tidal level impact to the sediment transport is very important and we should apply the numerical model with different water level to analyze sediment transport mechanism correctly. Although the model study gave reasonable description of beach processes and harbor sedimentation mechanism, it is necessary to collect lots of field observation data, including waves, tides and bottom materials, etc. for better prediction.

  • PDF

Description of Feeding Apparatus and Mechanism in Nemopilema nomurai Kishinouye (Scyphozoa: Rhizostomeae)

  • Lee, Hye-Eun;Yoon, Won-Duk;Lim, Dong-Hyun
    • Ocean Science Journal
    • /
    • 제43권1호
    • /
    • pp.61-65
    • /
    • 2008
  • Feeding apparatus, mechanism and passage of ingested prey were described for Nemopilema nomurai (Scyphozoa: Rhizostomeae). N. nomurai medusae without central mouths have developed complicated canal systems connecting the tip of the tentacle and oral arm to the gut cavity. The number of junctions in the canal system increases with the bell diameter. The prey is gathered by paralyzing nematocyst at the tentacles and by adhering cirri at the oral arms and scapulets. They are engulfed into the terminal pore located at the oral arms and scapulets, and entered into the gut cavity via the canal system. The estimated digestion time is 1 hour and 20 min. The diameter of terminal pore is always about 1 mm, implying that they could not eat prey larger than that pore size. On the other hand, ephyrae have central mouths and could swallow prey as large as adults could. Exploitation of the same size of food by adult and ephyra implies that N. nomurai can affect seriously the whole food web, massively ingesting micro- and mesozooplankton and cutting the energy transfer toward the higher level of carnivores.

Activation of Phospholipase D2 through Phosphorylation of Tyrosine-470 in Antigen-stimulated Mast Cells

  • 김영미
    • 생명과학회지
    • /
    • 제15권3호
    • /
    • pp.492-498
    • /
    • 2005
  • PLDI 활성화 기전은 여러 보고가 있으나 PLD2 활성화에 대한 기전은 아직 연구의 대상이다. RBL-2H3 비만세포에서 HA-PLD2의 인산화 가능한 타이로신 잔기를 점돌연변이 시킨 DNA플라즈미드를 이용하여 11번, 14번, 470번의 타이로신이 항원자극에 의해 인산화 됨을 알아냈고 특히 470번 타이로신의 인산화가 PLD2 활성화에 중요하다는 결과를 얻었다.

Stability of onshore pipelines in liquefied soils: Overview of computational methods

  • Castiglia, Massimina;de Magistris, Filippo Santucci;Napolitano, Agostino
    • Geomechanics and Engineering
    • /
    • 제14권4호
    • /
    • pp.355-366
    • /
    • 2018
  • One of the significant problems in the design of onshore pipelines in seismic areas is their stability in case of liquefaction. Several model tests and numerical analyses allow investigating the behavior of pipelines when the phenomenon of liquefaction occurs. While experimental tests contribute significantly toward understanding the liquefaction mechanism, they are costly to perform compared to numerical analyses; on the other hand, numerical analyses are difficult to execute, because of the complexity of the soil behavior in case of liquefaction. This paper reports an overview of the existing computational methods to evaluate the stability of onshore pipelines in liquefied soils, with particular attention to the development of excess pore water pressures and the floatation of buried structures. The review includes the illustration of the mechanism of floating and the description of the available calculation methods that are classified in static and dynamic approaches. We also highlighted recent trends in numerical analyses. Moreover, for the static condition, referring to the American Petroleum Institute (API) Specification, we computed and compared the uplift safety factors in different cases that might have a relevant practical use.

순응형 파지와 정밀한 집기가 가능한 유연한 그리퍼의 강도 및 강성 분석 (Strength and Stiffness Analysis for a Flexible Gripper with Parallel Pinching and Compliant Grasping Capabilities)

  • 이덕원;전형석;정용준;김용재
    • 제어로봇시스템학회논문지
    • /
    • 제22권10호
    • /
    • pp.817-825
    • /
    • 2016
  • In this paper, we introduce a flexible gripper that we have engineered to precisely pinch in parallel and compliantly grasp objects. As found in most conventional industrial grippers, the parallel pinching property is essential for precise manipulation. On the other hand, the grippers with a flexible structure are more adept at grasping objects with arbitrary shapes and softness. To achieve these disparate properties, we introduce a flexible gripper mechanism composed of multiple flexible beam structures. Utilizing these beam structures, the proposed gripper is able to grasp arbitrarily shaped objects. Additionally, a unique combination of flexible beams enables the gripper to pinch objects using the parallel fingertips for enhanced precision. A detailed description of the proposed mechanism is provided, and an analysis of the strength and stiffness of the fingertip and finger body is presented. The Results section compares the theoretical and experimental analyses and verifies the properties and performance of the proposed gripper.

Control effect and mechanism investigation on the horizontal flow-isolating plate for PI shaped bridge decks' VIV stability

  • Li, Ke;Qian, Guowei;Ge, Yaojun;Zhao, Lin;Di, Jin
    • Wind and Structures
    • /
    • 제28권2호
    • /
    • pp.99-110
    • /
    • 2019
  • Vortex-Induced-Vibration (VIV) is one kind of the wind-induced vibrations, which may occur in the construction and operation period of bridges. This phenomenon can bring negative effects to the traffic safety or can cause bridge fatigue damage and should be eliminated or controlled within safe amplitudes.In the current VIV studies, one available mitigation countermeasure, the horizontal flow-isolating plate, shows satisfactory performance particularly in PI shaped bridge deck type. Details of the wind tunnel test are firstly presented to give an overall description of this appendage and its control effect. Then, the computational-fluid-dynamics(CFD) method is introduced to investigate the control mechanism, using two-dimensional Large-Eddy-Simulation to reproduce the VIV process. The Reynolds number of the cases involved in this paper ranges from $1{\times}10^5$ to $3{\times}10^5$, using the width of bridge deck as reference length. A field-filter technique and detailed analysis on wall pressure are used to give an intuitive demonstration of the changes brought by the horizontal flow-isolating plate. Results show that this aerodynamic appendage is equally effective in suppressing vertical and torsional VIV, indicating inspiring application prospect in similar PI shaped bridge decks.

Scientific exploration on physiological basis of Svedana Karma (Sudation): A clinical application of heat stress.

  • Yadav, Saurabh;Verma, Vandana;Abhinav, Abhinav
    • 셀메드
    • /
    • 제9권3호
    • /
    • pp.4.1-4.8
    • /
    • 2019
  • Now researchers have focused attention on exploring the mechanism of acute responses of heat stress given in heat therapy that ultimately promotes the long term health benefits. Heat therapy is not a new idea rather it was practiced since thousands years back in the form of hot bath, sauna bath, steam room. Similarly in Ayurveda there is very comprehensive description of heat therapy in the form of Svedan karma (Sudation therapy). Svedan is a process to induce sweating artificially in a patient who had already undergone Snehan. Svedan is applied for purification of body, as well as in management of various disorders originated due to vitiation of Vata, Kapha Dosha, Meda Dhatu and musculoskeletal disorders. It produces various beneficial effects by augmenting the Agni like clears the channels, liquefies the deposited Dosha, regulates Vata Dosha, helps in removal and pacification of Dosha, augments metabolism (Agni Deepan), increases appetite, flexibility in body parts, softness and shining of skin, removes coldness, stiffness, drowsiness, improves joint motility. However, Svedana karma is vastly used by Ayurveda Physicians in treatment of various disorders but the mechanisms of beneficial effects produced by Svedan Karma are yet not completely explored on scientific basis. In this article, we will discuss and try to establish a possible mechanism of action of Svedana karma in relation to heat stress, mitochondrial adaptation, heat shock protein (HSP) and glucocorticoids as these are secreted under stressful conditions.