• Title/Summary/Keyword: 저항 요소

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Blast Modeling of Concrete Column Using PFC (PFC를 이용한 콘크리트기둥의 발파모델링)

  • Choi Byung-Hee;Yang Hyung-Sik;Ryu Chang-Ha
    • Explosives and Blasting
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    • v.23 no.1
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    • pp.47-54
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    • 2005
  • An explosion modeling technique was developed by using the spherical discrete element code, $PFC^{3D}$, which can be used to model the dynamic stress wave propagation phenomenon. The modeling technique is simply based on an idea that the explosion pressure should be applied to a $PFC^{3D}$ particle assembly not in the form of an external force (body force), but in the form of a contact force (surface force). A test blast was conducted for a RC column, whose dimension was $600\times300\times1800$ in millimeters. The initial velocities of the surface movements were measured to be in the range of $14\~18\;m/s$ with the initiation times of $1.5\~2.0m$. Then the blasting procedure was simulated by using the modeling technique. The particle assembly representing the concrete was made of cement mortar and coarse aggregates, whose mirco-properties were obtained from the calibration processes. As a result, the modeling technique developed in this study made it possible for the burden to move with the velocity of $17\~24\;m/s$, which are slightly higher values compared to those of the test blast.

Experiment on Flexural Analysis of RC Beams Strengthened with Composite Material Panel (복합재료 패널로 보강된 철근 콘크리트 보의 휨 실험)

  • Kim, Jin-Man;Jung, Mi-Roo;Lee, Jae-Hong;Yoon, Kwang-Sup
    • Journal of Korean Association for Spatial Structures
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    • v.10 no.2
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    • pp.117-126
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    • 2010
  • Experiment on flexural analysis of RC beams strengthened with composite material panel is presented. Recently, the strengthening of reinforced concrete structures using advanced fiber reinforced plastic (FRP) composites, and in particular the behavior of FRP-reinforced concrete structure is topic that has become very popular because of good corrosion resistance and easy for site handling due to their light weight. In this study, an efficient computational analysis using ABAQUS to predict the ultimate moment capacity of reinforced concrete beams strengthened with FRP is presented. Test parameters in this study are the shape of fiber arrangement (LT, DB, DBT) and the number of carbon fiber sheets (2ply, 3ply). When comparing with results of the analytical model, results of the experiments show similar values. Furthermore, reinforced concrete beam with FRP obtains improved effects for ultimate strength.

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Impact of Pay TV Market Structure and Competition on Digital Switch Over of Cable TV (유료방송의 시장구조와 경쟁이 케이블 TV의 디지털 전환에 미치는 영향)

  • Do, Joonho
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.16 no.3
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    • pp.145-153
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    • 2016
  • Cable TV with largest subscription base in pay TV market has difficulty in managing the task of digital switch over. This study analyzed the factors in delay of cable TV switch over and examined the impact of pay TV market structure and competition. The delaying factors turned out to be the lack of incentives and resources of cable TV operators, insufficient policy measures and acceptance tolerance issues of subscribers. Since cable TV operators with monopolistic status in pay TV market had continuous profit from analog service, they were not responsive to digital switch over which requires additional investment. Policy measures including support for the low income household and mandatory cut-off point for stopping analog broadcasting. Subscriber's willingness to accept digital broadcasting in terms of price sensitivity and preference for convenient operation also played a role. Introduction of IPTV in pay TV market influenced the speed of digital switch over of cable TV operators. MSOs with economies of scale showed higher digital switch over rate than independent SO.

Design of Novel OTP Unit Bit and ROM Using Standard CMOS Gate Oxide Antifuse (표준 CMOS 게이트 산화막 안티퓨즈를 이용한 새로운 OTP 단위 비트와 ROM 설계)

  • Shin, Chang-Hee;Kwon, Oh-Kyong
    • Journal of the Institute of Electronics Engineers of Korea SD
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    • v.46 no.5
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    • pp.9-14
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    • 2009
  • In this paper, we proposed a novel OTP unit bit of CMOS gate oxide antifuse using the standard CMOS process without additional process. The proposed OTP unit bit is composed of 3 transistors including an NMOS gate oxide antifuse and a sense amplifier of inverter type. The layout area of the proposed OTP unit bit is $22{\mu}m^2$ similar to a conventional OTP unit bit. The programming time of the proposed OTP unit bit is 3.6msec that is improved than that of the conventional OTP unit bit because it doesn't use high voltage blocking elements such as high voltage blocking switch transistor and resistor. And the OTP array with the proposed OTP unit bit doesn't need sense amplifier and bias generation circuit that are used in a conventional OTP array because sense amplifier of inverter type is included to the proposed OTP unit bit.

Characteristics Analysis of Double Side Excitation Type Multi-separated LDM (양측 여자형 다분할 LDM의 특성해석)

  • Yoon, Shin-Yong;Baek, Soo-Hyun;Kim, Yong
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.16 no.4
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    • pp.64-72
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    • 2002
  • The use of linear DC motor is spreaded according to industrial development. This study was objected to study the analysis of double side excitation LDM with moving magnet type. In this LDM structure, the mover made use of permanent magnet with six pieces so as to large thrust, the stator was bedded for the multi separated type winding to repress the i개n saturation. Also, double side excitation winding is suppressed to thrust ripple with stratification to zigzag type and designed to production for static thrust. Then it is important to ratio of permanent magnet to winding width at multi separate, this paper analyzed to separate to three pieces of 1:1, 1:0.84 and 1:0.5 with width ratio. The analysis method calculated the parameter useful for permeance and magnetic resistance more than FEM of complicated numerical value analysis. Through manufactured experiment system, measurement result of thrust was almost acquired to constant thrust for all displacement.

A Study on Accuracy of J-Resistance Curves Measured with Curved Compact Tension Specimen of Zr-2.5Nb Pressure Tube (Zr-2.5Nb 압력관의 휘어진 CT시편으로 측정한 J 저항곡선의 정확도에 관한 연구)

  • Yoon, Kee-Bong;Park, Tae-Gyu;Kim, Young-Suk
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.27 no.11
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    • pp.1986-1996
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    • 2003
  • Methodology based on the elastic-plastic fracture mechanics has been widely accepted in predicting the critical crack length(CCL) of pressure tubes of CANDU nuclear plants. A conservative estimate of CCL is obtained by employing the J-resistance curves measured with the specimens satisfying plane strain condition as suggested in the ASTM standard. Due to limited thickness of the pressure tubes the curved compact tension(CT) specimens taken out from tile pressure tube have been used in obtaining J-resistance curves. The curved CT specimen inevitably introduce slant fatigue crack during precracking. Hence, effect of specimen geometry and slant crack on J-resistance curve should be explored. In this study, the difference of J integral values between the standard CT specimens satisfying plane strain condition and the nonstandard curved CT with limited thickness (4.2mm) is estimated using finite element analysis. The fracture resistance curves of Zr-2.5Nb obtained previously by other authors are critically discussed. Various finite element analysis were conducted such as 2D analysis under plane stress and plane strain conditions and 3D analysis for flat CT, curved CT with straight crack and curved CT with slant crack front. J-integral values were determined by local contour integration near the crack tip, which was considered as accurate J-values. J value was also determined from the load versus load line displacement curve and the J estimation equation in the ASTM standard. Discrepancies between the two values were shown and suggestion was made for obtaining accurate J values from the load line displacement curves obtained by the curved CT specimens.

A FINITE ELEMENT ANALYSIS OF THE CENTER OF RESISTANCE OF A MAXILLARY FIRST MOLAR (상악 제일대구치의 저항중심에 관한 유한요소법적 분석)

  • Cho, Jeong-Hyeon;Lee, Ki-Soo;Park, Young-Guk
    • The korean journal of orthodontics
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    • v.23 no.2 s.41
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    • pp.263-273
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    • 1993
  • The purpose of this study was to analyse the center of resistance of the maxillary first molar using the 3-dimension finite element method. An extracted maxillary first molar of normal shape and average root length was selected and sectioned every 1.5mm parallel to the cementoenamel junction. Each section was traced and digitized to construct 3-D finite element model of the maxillary first molar. After a certain magnitude of counterbalancing moment(M) was applied to the tooth, a varying single force(F) of distomesial direction was applied to a certain point of th tooth until the tooth was translated. The force producing translation(Ft) was substituted to the equation ${\Delta}d=M/Ft$ to calculate the center of resistance of the maxillary first molar. And reducing the alveolar bone level 1.68mm, and 3.36mm below to the cementoenamel junction, the tooth movement was analysed to see the effect of reducing the alveolar bone level to the location of the center of resistance. The results were as follows ; 1. The center of resistance of the maxillary first molar was 3.72mm apical, 1.10mm buccal, and 0.71mm mesial to the geometric center of the horizontally sectioned surface at the cementoenamel junction. This point was 0.36mm apical, 1.20mm buccal, and 0.71mm mesial to the trifurcation point, indicating that it was not on the tooth root. 2. As the alveolar bone level was reduced, the center of resistance of the maxillary first molar was moved to the apical direction.

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Preliminary field survey and analysis of ground water level and soil moisture in riparian vegetation zones (식생사주 역에서 지하수위와 토양수분의 현장 기초 조사.분석)

  • Woo, Hyo-Seop;Chung, Sang-Joon;Cho, Hyung-Jin;Lee, Chang-Hoon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.114-114
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    • 2011
  • 1960년대 산업화와 도시화 이전 우리나라 하천은 모래, 자갈 사주가 경관생태의 대부분을 이룬 이른바 'White River'이었으나, '70년대 이후 댐건설, 하천정비 등으로 유황과 유사이송 특성이 변하면서 수변에 식생이 번무하는 이른바 'Green River'가 진행 중이다. 하천에서 식생활착은 생태 측면에서 생물 종의 다양성에 일부 긍정적인 역할을 하는 반면에, 고유종이 감소, 소멸하는 문제가 생긴다. 치수 측면에서는 흐름저항 증가와 하도의 고착화를 촉진시켜 치수 안정성에 문제를 야기할 수 있다. 본 연구는 사주 상 식생활착 현상을 정량적으로 규명하기 위한 연구의 시작으로서, 하천 식생사주역에서 식생활착에 직접적인 영향을 주는 소류력과 토양 수분 등 2대 물리 요소 중에서 후자에 초점을 맞추어 토양수분 요인과 식생 이입, 활착, 천이와의 관계를 규명한다. 이를 위해 모래하천인 낙동강 제1지류 내성천의 국가하천 구간 하류 지점인 회룡포 직상류 약 4km 지점을 시험하천 구간으로 선정하여 하천수위, 지하수위, 토양수분을 연속적으로 측정할 수 있는 시설을 설치하였다. 이러한 관측 시설을 가지고 1차적으로 2010년 8월부터 2011년 4월 초까지 지하수위와 하천수위, 토양수분을 연속적으로 모니터링하고 상호 관계를 분석하였다. 사주 상 식생 활착 특성도 주기적으로 조사하였다. 이번 일차 기초 조사 및 분석 결과, 하안에서 약 140-240m에 위치한 지하수위 관측정에서 측정된 지하수위는 하천수위 변화에 비해 시간적으로 약 20시간 지체되는 것으로 나타났다. 한편 사주 토양수분은 일반적으로 지하 깊이에 따라 커지나, 동시에 토층구조(soil texture)에 영향을 받는 것으로 나타났다.

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사이클 화학 기상 증착 시스템에 의해 제조된 다층 무기 박막의 유기 발광 다이오드 박막 봉지

  • Lee, Jun-Hyeok;Min, Seok-Gi;Han, Yeong-Gi;An, Jae-Seok;Choe, Beom-Ho
    • Proceedings of the Korean Vacuum Society Conference
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    • 2014.02a
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    • pp.397.2-397.2
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    • 2014
  • 유기 발광 다이오드 (OLED)의 상용화를 위해 해결해야할 기술적 문제 중하나는 장수명이다. OLED에 적용된 유기물 층은 수분과 산소에 취약하여 소자 수명을 단축하는 요소로 작용하는데, 이를 해결하기 위해 유기물을 보호하며, 유기물 내로 침투되는 수분과 산소를 제어하기 위한 보호 층의 증착이 필수적이다. 필수적이다. 본 연구에서는, 사이클 화학 기상 증착법(C-CVD)을 이용하여 SiN/SiCN/SiN 구조의 무기 박막을 증착하여 유기물 보호층으로서의 적용 가능성을 제시하고자 한다. 이 때 각층의 두께는 각 각 10 nm이다. 증착된 다층 무기 박막은 비정질 상으로 수분 침투 보호막으로서 적당하다. 다층 무기 박막의 수분에 대한 저항성은 칼슘을 이용한 투과도 변화를 이용하여 측정하였다. 칼슘을 이용한 투과도 측정을 위해 고분자 PEN 필름위에 칼슘을 60nm 두께로 증착 시키고, 이어서 무기물인 SiN/SiCN/SiN의 다층 박막을 확산 방지층으로 증착 하였다. 제작된 소자는 온도 $85^{\circ}C$, 상대습도 85%의 가혹 조건에서 시간에 따른 표면 변화 및 투과도의 변화를 측정하였다. SiN/SiCN/SiN 구조를 갖는 무기 박막 층의 투습도는 3000시간까지는 $3.2{\times}10-5g/m/day$를 유지하였다. 이는 OLED 소자의 상용화를 위한 요구 조건에 근접한 값이다. 그러나 투습도는 측정 시간이 6000시간이 지난 후에 급격 증가하는데 이것은 30nm 두께의 SiN/SiCN/SiN의 확산 방지층에 임계 수명이 존재 한다는 것을 의미 한다고 할 수 있다. C-CVD 기술에 의해 제조된 다층 무기 박막 보호 층의 경계면에서 각 층간의 intermixing 현상이 관측되었으며, 이는 무기물 층의 결함과 핀 홀을 통해 내부로 확산 되는 수분의 침투 경로를 효과적으로 제어할 수 있는 방법이다. 본 연구 결과는 유연 기판 상에 제작된 OLED 소자에 적용 가능한 기술로서 소자 수명의 연장 뿐만 아니라 경량화에도 기여할 수 있는 기술이다.

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The Structural Design of the Bus-bar block type of electrical switch boards (전기분전반용 블록형 부스 바의 구조 설계 연구)

  • Kwon, Young-min;Hwang, Chang-yu;Kim, Kyun-ho;Han, Hee
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.2
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    • pp.378-385
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    • 2016
  • The internal circuit of the bus-bar for an electrical switch board is a prime cause of electric shock and short circuit accidents due to the exposure of live parts. Electrical fires can also be caused by animals and foreign substances in the switchboard that connect the components with a difficult structure resulting in overheating due to an increase in contact resistance. Preventing these types of accidents is a prime concern in the manufacturing process, such as cutting and bending. In this study, the cutting bus bar of a switch board contained improved modules as a flame retardant that isolates a separate blocks to prevent such problems. This was implemented as a scalable and flexible means of reducing electrical switchboard hazards to offer a safe switch board bus-bar structure of a new connecter type