• 제목/요약/키워드: driving formula

검색결과 70건 처리시간 0.024초

목재(木材)에 있어서 못의 정적인발저항(靜的引拔低抗)에 관한 연구(硏究) (Studies on the Static Withdrawal Resistance on Nail in Wood)

  • 김수창
    • Journal of the Korean Wood Science and Technology
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    • 제7권1호
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    • pp.8-11
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    • 1979
  • 못의 보지력(保持力)인 정적인발저항(靜的引拔抵抗)에 관(關)하여 Pinus Koraiensis Sieb. et. Zucc. 재(材)와 Larix leptolepis Gord.재(材)의 두 수종(樹種)에 대하여 못 박은 후(後) 시간별(時間別) 차이(差異), 재(材)의 함수율별(含水率別) 및 Radial, Tangential, Longitudinal, 등(等)의 재(材)의 방향별(方向別)에 대해 실험(實驗)한 결과(結果)를 요약(要約)하면 다음과 같다. 1) 못을 박은 후(后) 인발저항(引拔抵抗)은 Larix leptolepis Gord. 재(材)에서는 Tangential이 최대(最大)였다.(Fig 3.) Pinus koraiensis Sieb. et. Zucc. 재(材)는 Tangential이나 Radial의 인발저항(引拔抵抗)은 차이(差異)가 없다.(Fig 2) 2) Longitudinal의 인발저항(引拔抵抗)은 두 수종(樹種) 모두 최소(最小)이다. (Fig 2, 3.) 3) 일정(一定)한 시간후(時間后)에는 Radial 및 Tangential는 두 수종(樹種)이 모두 감소(減少)한다. 4) 재(材)의 함수율(含水率)이 증가함에 따라 두 수종(樹種)이 인발저항(引拔抵抗)은 직선적(直線的)으로 감소(減少)한다. (Fig 4, 5) 5. Larix leptoleis Gord. 재(材)의 인발저항(引拔抵抗)의 감소상태(減少狀態)은 섬유포화점(纖維飽和点) 부근(附近)에서 변곡점으로 나타났다. (Fig 5)

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현장재하시험을 통한 헬리컬파일의 지지력에 관한 연구 (Study on the Bearing Capacity of Helical Pile through Field Load Tests)

  • 권기렬;장정욱;조송현
    • 한국콘텐츠학회논문지
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    • 제20권11호
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    • pp.669-675
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    • 2020
  • 본 연구에서는 헬리컬파일의 지지력 특성 규명을 위하여 현장재하시험을 통하여 얻은 실측 지지력과 이론식에 의해 산정된 예측 지지력을 비교 분석하였다. 헬리컬파일은 중공형 축에 중공형 축보다 직경이 큰 하나 혹은 다수의 나선형 원판을 부착시킨 형상의 파일이다. 헬리컬파일은 굴삭기에 부착된 회전관입기를 사용하여 파일을 지반에 회전 관입시키기 때문에 항타와 굴착이 필요한 다른 말뚝에 비해 소음이 작고, 비교적 소형 장비로 시공이 가능하여 공간이 협소한 도심지에서도 시공이 용이하다. 최근 들어 헬리컬파일을 적용한 기초 공법의 설계와 시공이 많이 실시되고 있으나 헬리컬파일의 지지력에 관한 연구는 설계와 시공 사례에 비하여 아직 미진하다. 현장재하시험은 이음부, 헬리컬파일의 규격, 재하시험의 종류, 그라우팅 실시 여부를 변수로 총 10회 실시하였다. 이론식에 의한 말뚝의 예측 지지력은 Individual bearing method와 Cylindrical shear method을 통하여 산정하였다.

해상누유 확산의 수치해석 (A Numerical Model for the Movement of Spilled Oil at Ocean)

  • 이동연;최항순
    • 대한조선학회논문집
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    • 제31권1호
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    • pp.94-101
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    • 1994
  • 해상에 누출된 기름의 거동은 크게 초기확산, 수평이동 그리고 풍화과정으로 나눌 수 있다. 본 논문에서는 초기확산과 수평이동을 고려하는 단기예측모델을 개발하여 경기만에 적용하였다. 누출된 기름의 초기확산과정에서는 Fay의 3단계 분류법에 근거한 경험식으로 확산반경을 추정하고, 수평이동과정에서는 바람과 $M_2$조석을 고려하여 기름의 이동을 추정 하였다. 조석 수치모델을 위해서 깊이방향으로 적분된 운동방정식을 사용하였고, 수치 계산을 위해 교차 격자체계를 채택하였다. 시간전개를 하는 방법으로 양해법과 중간시간전개법을 이용하여 그 계산결과를 서로 비교하였다. 수치해의 정확도를 검증하기 위하여 간단한 직사각형 유체영역에 먼저 수치모델을 적용한 다음, 실제 계산영역인 경기만에 적용하였다. 또한, 사고 발생시간과 누출장소, 누출된 양과 누출 지속시간, 바람의 크기와 방향을 입력하면 기름의 이동방향과 오염지역 그리고 해안선의 오염정도를 가시화할 수 있는 기능을 단기 예측모델에 포함 시켰다.

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Research on aerodynamic force and structural response of SLCT under wind-rain two-way coupling environment

  • Ke, Shitang;Yu, Wenlin;Ge, Yaojun
    • Wind and Structures
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    • 제29권4호
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    • pp.247-270
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    • 2019
  • Wind-resistant design of existing cooling tower structures overlooks the impacts of rainfall. However, rainstorm will influence aerodynamic force on the tower surface directly. Under this circumstance, the structural response of the super-large cooling tower (SLCT) will become more complicated, and then the stability and safety of SLCT will receive significant impact. In this paper, surrounding wind fields of the world highest (210 m) cooling tower in Northwest China underthree typical wind velocities were simulated based on the wind-rain two-way coupling algorithm. Next, wind-rain coupling synchronous iteration calculations were conducted under 9 different wind speed-rainfall intensity combinations by adding the discrete phase model (DPM). On this basis, the influencing laws of different wind speed-rainfall intensity combinations on wind-driving rain, adhesive force of rain drops and rain pressure coefficients were discussed. The acting mechanisms of speed line, turbulence energy strength as well as running speed and trajectory of rain drops on structural surface in the wind-rain coupling field were disclosed. Moreover, the fitting formula of wind-rain coupling equivalent pressure coefficient of the cooling tower was proposed. A systematic contrast analysis on its 3D distribution pattern was carried out. Finally, coupling model of SLCT under different working conditions was constructed by combining the finite element method. Structural response, buckling stability and local stability of SLCT under different wind velocities and wind speed-rainfall intensity combinations were compared and analyzed. Major research conclusions can provide references to determine loads of similar SLCT accurately under extremely complicated working conditions.

유도전동기의 구속운전에 따른 전기 및 발열 특성 연구 (A Study on the Electrical and Heat Generation Characteristics of an Induction Motor under Restrained Operation)

  • 이종찬;김두현;김성철
    • 한국안전학회지
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    • 제38권1호
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    • pp.25-33
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    • 2023
  • In this study, we determined the failure rate and fire status of electric motors widely used in domestic and industrial devices and analyzed the associated fire risks by identifying the electrical and temperature characteristics of electric motors under the normal and restrained operation modes in industrial sites and laboratories. A 2.2kW motor used for driving a conveyor during the vulcanization process in a rubber product manufacturing plant was employed as the study object and was exposed to a high- temperature environment as this motor is widely used in industrial sites. The current amplitude was 4.45-4.50 A during normal operation and 38.2-41.5 A during restrained operation due to the pinching of products and semi-finished products (i.e., 8.5 times higher than that during normal operation). The leakage current amplitude was 0.33 mA during both operation modes. The temperature of the workplace in summer was 42.38℃, indicating a poor environment for the installed motor. In the laboratory, the current and temperature of the coil inside a 3.7kW motor were measured under the restrained operation mode as performing measurements of the coil inside the motor in industrial sites is challenging. The current amplitude during normal operation was 3.5 A, whereas that during restrained operation for 30 s was 51.7-58.6 A, which is 14.8-16.7 times higher than that of normal operation. Moreover, the temperature of the motor coil increased from 22.9℃ to 101℃. Based on the experimental data, we derived the temperature increase formula according to the restrained operation time by performing a regression analysis and verified the time at which the temperature exceeded the stipulated limit for the insulation grade. The findings presented in this paper can be utilized to establish fire-prevention measures and perform safety management of motors of the same type or with a similar capacity.

베트남 중부 연안의 대심도 점토지반에 시공된 강관 마찰 말뚝의 항타시공관리 (Case Study of Friction Piles Driven into Clayey Soils on the Central Coast of Vietnam)

  • 설훈일
    • 한국지반공학회논문집
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    • 제40권3호
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    • pp.19-31
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    • 2024
  • 국내 항타 말뚝기초의 경우 대부분 풍화암 이상의 단단한 지층에 선단 지지되는 경우가 대부분이며, 서남해 지역의 연약지반이 깊게 발달한 일부에서 마찰 말뚝(friction pile)이 사용되었으나 시공관리의 불확실성으로 제한적으로 적용되고 그 사례가 많지 않다. 또한 시공과 관련하여 국내의 경우 소음 및 진동 등의 민원문제로 매입 시공이 주를 이루고 있으나, 퇴적지반이 깊은 동남아 국가(캄보디아, 미얀마, 베트남 등) 등에서는 경제성 확보를 위해 항타 시공을 통한 말뚝 시공 비율이 높으며, 그에 따른 시공 및 현장관리 경험이 많이 축적되어 있다. 현재 국내 많은 건설 기업들이 동남아 등 해외 시장 진출 사례가 크게 증가함에 따라, 해당국가에서의 경쟁력 확보를 위해서는 항타시공을 이용한 마찰지지 말뚝 시공사례에 따른 문제점들을 파악하고 현장관리 역량을 강화해야 할 필요가 있다. 이에 본 연구에서는 베트남 중부 연안의 대심도 점토지반에 항타 시공된 마찰지지 강관 말뚝의 동적/정적 재하시험 결과의 비교분석과 이를 토대로 수정된 항타공식을 이용한 강관 말뚝의 시공관리 방안을 제안하였다.

국내도로환경을 고려한 LKAS 시험평가 방법에 관한 연구 (A Study on Evaluation Method of the LKAS Test in Domestic Road Environment)

  • 윤필환;이선봉
    • 한국산학기술학회논문지
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    • 제18권12호
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    • pp.628-637
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    • 2017
  • 현대사회의 자동차 산업은 교통사고를 예방하고 운전자의 운전 부담을 줄이기 위해 첨단 운전 보조 장치(ADAS)를 개발 해왔다. ADAS중 차선유지지원장치(LKAS)는 안전과 운전 향상을 위해 차량 시스템을 자동화시키기 위해 개발되었다. LKAS의 주요 역할은 현재 차선 내에서 차량을 유지하는데 있어 운전자를 도와주는 것이다. LKAS는 레이더센서와 카메라센서를 사용하여 차선 내에서 차량의 위치에 대한 정보를 수집하고 필요한 경우 엑츄에이터에 명령을 전송하여 차량의 측면 이동에 영향을 미친다. 최근 LKAS가 장착된 차량 일부가 일부 선진국에서 상용화되며 안정성이 증가되었다. 국제적으로 LKAS 평가를 위한 시험절차는 ISO(International Organization for Standardization)와 UNECE(United Nations Economic Commission for Europe)와 같은 국제위원회에서 논의하며 개발중이다. 한국에서는 차량 안전을 위한 LKAS의 평가가 KNCAP(Korean New Car Assessment Program)에 의해 도입될 예정이다. 따라서 국제표준에 부합하는 국내 도로환경에 적합한 LKAS의 시험 절차가 개발되어야한다. 본 논문에서는 국내도로환경에 맞춘 LKAS 시험시나리오 개발 및 목표 상대거리를 구하는 수식을 제안한다. 그리고 제안한 시나리오와 수식을 평가하기 위해 LKAS가 장착된 상용차량을 사용하여 시험평가를 진행하였다.

교통안전을 고려한 고속도로 휴게소 설계기준 개발 (Developing Design Guidelines for Rest Area Based on the Traffic Safety)

  • 이현석;이의은;서임기;박제진
    • 한국도로학회논문집
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    • 제14권3호
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    • pp.173-182
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    • 2012
  • 휴게소 진 출입부는 설계속도 등이 급변하는 구간으로 교통안전 취약구간이며 특히, 휴게소 진입부는 감속과 주차공간 검색 두 가지 작업이 동시에 수행되므로 이용차량의 안전성을 확보할 수 있는 설계기준이 필요하다. 국내의 경우 영업소나 나들목, 분기점 같은 출입시설에 대한 기하구조 기준은 수립되어 있는 반면, 도로의 부속시설인 휴게소에 대한 상세한 기하구조 기준은 없는 실정이다. 이에 본 연구에서는 일반형 휴게소 135개소를 대상으로 한 현장조사 및 사고조사 자료를 활용하여 휴게소진 출입부 기하구조에 대한 문제점을 도출하였다. 휴게소 진 출입부의 설계구간을 분류하고 각 구간에 대한 설계요소를 도출한 후, 휴게소 진 출입부를 대상으로 속도조사 및 차량주행행태 조사를 수행하고 분석을 통해 설계요소별 최소 기준을 도출하였다. 진입 연결로의 시/종점 속도에 따라 감속거리 산정식을 이용하여 진입 연결로의 최소길이는 40m를 제안하였고, 주행행태를 기반으로 선형 안전성 평가를 통해 접속 설치각은 12~$17^{\circ}$를 제안하였다. 개발된 휴게소 진입부 설계기준은 신설되는 휴게소 뿐만 아니라 기존 휴게소에 대해 현실적으로 적용 가능한 개선방안을 제시할 수 있을 것으로 판단된다.

로우터리 맥류파종기 경운날의 개량시험 (Improvement of Rotary Tine for Barley Seeder Attached to Rotary Tiller)

  • 김성래;김문규;김기대;허윤근
    • Journal of Biosystems Engineering
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    • 제4권1호
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    • pp.1-23
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    • 1979
  • The use of barley seeder attached to rotary tiller in the rural area has a significant meaning not only for the solution of labor peak season, but also for the increase of land utilization efficiency. The facts that presently being used barley seeders are all based on the mechanical principles of the reverse rotation, center drive and are all using forward rotating tine, which is used to be easily and heavily worn out when it rotates reversely, raise problem of recommending them to rural area in Korea. Therefore, the main objective of the study was to develop new type of rotary tine attachable to barley seeders. To attain the objective the following approaches were applied. (1) The kinematic analysis of reverse rotating barley seeders. (2) The studies on the soil bin and artificial soil. (3) The comparative experiment on the power requirement of prototype tine. The results obtained from the studies are summarized as follow: 1. The kinematic analysis of barley seeder attached to rotary tiller: The following results were obtained from the kinematic analysis for deriving general formulae of the motion and velocity characterizing the rotary tine of barley seeders presently being used by farmers. a) The position vector (P) of edge point (P) in the rotary tine of reverse rotating, center drive was obtained by the following formula. $$P=(vt+Rcos wt)i+Rsin wt j+ \{ Rcos \theta r sin \alpha cos (wt- \beta +\theta r) +Rsin \theta r sin \alpha sin (wt-\beta + \theta r) \} lk $$ b) The velocity of edge point $(P^')$ of reverse rotating, center drive rotary tine was obtained by the following formula. $$(P^')=(V-wR sin wt)i+(w\cdot Rcoswt)j + \{ -w\cdot Rcos \theta r\cdot sin \alpha \cdot sin (wt-\beta +\theta r) + w\cdot Rsin \theta r\cdot sin \alpha \cdot cos (wt- \beta + \theta r \} k $$ c) In order to reduce the power requirement of rotary tine, the angle between holder and edge point was desired to be reduced. d) In order to reduce the power requirement, the edge point of rotary tine should be moved from the angle at the begining of cutting to center line of machine, and the additional cutting width should be also reduced. 2. The studies on the soil bin and artificial soil: In order to measure the power requirement of various cutting tines under the same physical condition of soil, the indoor experiments Viere conducted by filling soil bin with artificially made soil similar to the common paddy soil and the results were as follows: a) When the rolling frequencies$(x)$ of the artificial soil were increased, the densIty$(Y)$ was also increased as follows: $$y=1.073200 +0.070780x - 0.002263x^2 (g/cm^3)$$ b) The absolute hardness $(Y)$ of soil had following relationship with the rolling frequencies$(x)$ and were increased as the rolling frequencies were increased. $$Y=37.74 - \frac {0.64 + 0.17x-0. 0054x^2} {(3.36-0.17x + 0.0054x^2)^3} (kg/cm^3)$$ c) The density of soil had significant effect on the cohesion and angle of internal friction of soil. For instance, the soil with density of 1.6 to 1.75 had equivalent density of sandy loam soil with 29.5% of natural soil moisture content. d) The coefficient of kinetiic friction of iron plate on artificial soil was 0.31 to 0.41 and was comparable with that of the natural soil. e) When the pulling speed of soil bin was the 2nd forward speed of power tiller, the rpm of driving shaft of rotary was similar to that of power tiller, soil bin apparatus is indicating the good indoor tester. 3. The comparative experiment on the power requirement of prototype tine of reverse rotating rotary: According to the preliminary test of rotary tine developed with various degrees of angle between holder and edge pcint due to the kinematic analysis, comparative test between prototype rotary tine with $30 ^\circ $ and $10 ^\circ$ of it and presently being used rotary tine was carried out 2nd the results were as follows: a) The total cutting torque was low when the angle between holder and edge point was reduced. b) $\theta r$ (angle between holder and edge point) of rotary tine seemed to be one: of the factors maximizing the increase of torque. c) As the angle between holder and edge point ($\theta r$) of rotary tine was $30 ^\circ $ rather than $45 ^\circ $, the angle of rotation during cutting soil was reduced and the total cutting torque was accordingly reduced about 10%, and the reduction efficiency of total cutting torque was low when the angle between holder and edge point ($\theta r$) of rotary tine was $10 ^\circ $, which indicates that the proper angle between holder and edge point of rotary tine should be larger than $10 ^\circ $ and smaller than $30 ^\circ $ . From above results, it could be concluded that the use of the prototype rotary tine which reduced the angle between holder and edge point to $30 ^\circ $, insted of $45 ^\circ $, is disirable not only decreasing the power requirements, but also increasing the durabie hour of it. Also forward researches are needed, WIlich determine the optimum tilted angle of rotary brocket, and rearrangement of the rotary tine on the rotary boss.

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병원의 활동기준원가를 이용한 총체적 질관리 모형 및 질비용 산출 모형 개발 (Development of the Model for Total Quality Management and Cost of Quality using Activity Based Costing in the Hospital)

  • 조우현;전기홍;이해종;박은철;김병조;김보경;이상규
    • 보건행정학회지
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    • 제11권2호
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    • pp.141-168
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    • 2001
  • Healthcare service organizations can apply the cost of quality(COQ) model as a method to evaluate a service quality improvement project such as Total Quality Management (TQM). COQ model has been used to quantify and evaluate the efficiency and effectiveness of TQM project through estimation between cost and benefit in intervention for a quality Improvement to provide satisfied services for a customer, and to identify a non value added process. For estimating cost of quality, We used activities and activity costs based on Activity Based Costing(ABC) system. These procedures let the researchers know whether the process is value-added by each activity, and identify a process to require improvement in TQM project. Through the series of procedures, health care organizations are service organizations can identify a problem in their quality improvement programs, solve the problem, and improve their quality of care for their costumers with optimized cost. The study subject was a quality improvement program of the department of radiology department in a hospital with n bed sizes in Metropolitan Statistical Area (MSA). The principal source of data for developing the COQ model was total cases of retaking shots for diagnoses during five months period from December of the 1998 to April of the 1999 in the department. First of the procedures, for estimating activity based cost of the department of diagnostic radiology, the researchers analyzed total department health insurance claims to identify activities and activity costs using one year period health insurance claims from September of the 1998 to August of the 1999. COQ model in this study applied Simpson & Multher's COQ(SM's COQ) model, and SM's COQ model divided cost of quality into failure cost with external and internal failure cost, and evaluation/prevention cost. The researchers identified contents for cost of quality, defined activities and activity costs for each content with the SM's COQ model, and finally made the formula for estimating activity costs relating to implementing service quality improvement program. The results from the formula for estimating cost of quality were following: 1. The reasons for retaking shots were largely classified into technique, appliances, patients, quality management, non-appliances, doctors, and unclassified. These classifications by reasons were allocated into each office doing re-taking shots. Therefore, total retaking shots categorized by reasons and offices, the researchers identified internal and external failure costs based on these categories. 2. The researchers have developed cost of quality (COQ) model, identified activities by content for cost of quality, assessed activity driving factors and activity contribution rate, and calculated total cost by each content for cost for quality, except for activity cost. 3. According to estimation of cost of quality for retaking shots in department of diagnostic radiology, the failure cost was ₩35,880, evaluation/preventive cost was ₩72,521, two times as much as failure cost. The proportion between internal failure cost and external failure cost in failure cost is similar. The study cannot identify trends on input cost and quality improving in cost of qualify over the time, because the study employs cross-sectional design. Even with this limitation, results of this study are much meaningful. This study shows possibility to evaluate value on the process of TQM subjects using activities and activity costs by ABC system, and this study can objectively evaluate quality improvement program through quantitative comparing input costs with marginal benefits in quality improvement.

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