• 제목/요약/키워드: Design for test

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관측년수변화를 고려한 설계강우량 산정 (Estimation of Design Rainfall Considering the Change of the Number of Years for Observed Data)

  • 류경식;이순혁;황만하;이상진
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2005년도 학술발표논문집
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    • pp.284-287
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    • 2005
  • The objective of this study is to check into variation trends of design rainfall according to change of the number of years for observed data. To make comparative study of the relation between design rainfall and recorded year, this study was used maximum rainfall for 24-hr consecutive duration at Gangneung, Seoul, Incheon, Chupungnyeong, Pohang, Daegu, Jeonju, Ulsan, Gwangju, Busan, Mokpo and Yeosu rainfall stations. The tests for Independence, Homogeneity and detection of outliers were used Wald-Wolfowitz's test, Mann-Whitney's test and Grubbs and Beck test respectively. To select appopriate distribution, the distribution of genaralized pareto(GPA), generalized extreme value(GEV), generalized logistic(GLO), lognormal and pearson type 3 distribution is judged by L-moment ratio diagram and Kolmogorov-Smirnov (K-S) test. Design rainfall was estimated by at-site frequency analysis using L-moments and Generalized extreme value(GEV) distribution according to change of the number of years for observed data. Through the comparative analysis for design rainfall induced by L-moments and GEV distribution, relationship between design rainfall and recorded year is provided.

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저궤도위성의 전력계 및 자세제어계 고장 관리 설계 검증시험 (Fault Management Design Verification Test for Electrical Power Subsystem and Attitude and Orbit Control Subsystem of Low Earth Orbit Satellite)

  • 이상록;전현진;전문진;임성빈
    • 항공우주기술
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    • 제12권2호
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    • pp.14-23
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    • 2013
  • 위성 운용 중 발생할 수 있는 오류에 대한 대비를 고장 관리 설계라고 한다. 고장 관리 설계는 위성에 이상 현상이 나타나는 경우 감지하고 고립시키며, 지상에서 위성과 접속한 이후 오류 사항을 파악하고 대응책을 마련할 때까지 위성을 안전한 상태로 유지하는 기능을 포함한다. 안전 모드 운용은 정상 운용과는 다르게 비행 소프트웨어를 탑재한 탑재 컴퓨터와 전력 제어 및 분배 장치 주관 하에 지상국의 접속 없이 이루어진다. 오류 발생 시 고장 관리 설계에 따라 자동화된 동작이 이루어지는 만큼 지상 시험 단계에서 고장 관리 로직 및 관련 하드웨어가 설계된 대로 동작하는지를 철저하게 검증해야 한다. 또한 실제와 유사한 오류를 위성에 손상 없이 인가해야 한다. 고장 관리 설계 검증시험은 위성을 구성하는 다양한 부분체에 대해서 수행되나 본 논문에서는 저궤도 위성의 비행 모델을 대상으로 수행된 자세제어계와 전력계 시험의 설계에 대해 서술하고 결과에 대해 정리하였다.

무시멘트 상온 재활용 아스팔트 기층의 현장 적용성을 통한 양생기간에 관한 연구 (Study of the Curing Time of Cementless Cold Central Plant Recycled Asphalt Base-Layer through Field-Application Review)

  • 최준성;정철호;이찬희;임인수
    • 한국도로학회논문집
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    • 제19권2호
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    • pp.67-74
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    • 2017
  • PURPOSES : The objective of this study is to ascertain the curing period of cementless cold central plant recycled asphalt base-layer, using mechanical analyses and specimen quality tests on the field. METHODS : Cold central plant recycled asphalt base-layer mixture was produced in the plant from reclaimed asphalt, natural aggregate, filler for the cold mix, and the modified emulsion AP using asphalt mix design and plant mix design. In order to examine the applicability of the curing period during the field test, the international standards for the possibility of core extraction and the degree of compaction and LFWD deflection were analyzed. Moreover, Marshall stability test, porosity test, and indirect tensile strength test were performed on the specimens of asphalt mix and plant mix design. RESULTS : The plant production process and compaction method of cementless cold central plant recycled asphalt base-layer were established, and the applicability of the optical moisture content for producing the mixture was verified through the field test. In addition, it was determined that the core extraction method of the conventional international curing standard was insufficient to ensure performance, and the LFWD test demonstrated that the deflection converges after a two-day curing. However, the back-calculation analysis reveals that a three-day curing is satisfactory, resulting in a general level of performance of dense asphalt base-layer. Moreover, from the result of the specimen quality test of the asphalt mix design and plant mix design according to the curing period, it was determined that the qualities satisfied both domestic and international standards, after a two-day curing. However, it was determined that the strength and stiffness after three-day curing are higher than those after a two-day curing by approximately 3.5 % and 20 %, respectively. CONCLUSIONS:A three-day curing period is proposed for the cementless cold central plant recycled asphalt base-layer; this curing period can be demonstrated to retain the modulus of asphalt-base layer in the field and ensure stable quality characteristics.

Design and testing of the KC-100 Spin Recovery Parachute System (SRPS)

  • Lee, Dong-Hun;Nho, Byung-Chan;Kang, Myung-Kag;Kang, Kyung-Woo;Lee, Ju-Ha;Kim, Su-Min;Kwon, Young-Suk
    • International Journal of Aeronautical and Space Sciences
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    • 제13권1호
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    • pp.117-125
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    • 2012
  • This paper presented the design of SRPS, ground function test, and the deployment test on a high speed taxi of KC-100 airplane. KAI has developed a spin recovery system in collaboration with Airborne Systems for KC-100 general aviation airplane. Spin mode analysis, rotary balance and forced oscillation tests were performed to obtain the rotational, dynamic derivatives in the preliminary design phase. Prior to the detailed design process of SRPS, approximations for initial estimation of design parameters- fineness ratio, parachute porosity, parachute canopy filling time, and deployment method- were considered. They were done based on the analytical disciplines such as aerodynamics, structures, and stability & control. SRPS consists of parachute, tractor rocket assembly for deployment, attach release mechanism (ARM) and cockpit control system. Before the installation of SRPS in KC-100 airplane, all the control functions of this system were demonstrated by using SBTB(System Breakout Test Box) in the laboratory. SBTB was used to confirm if it can detect faults, and simulate the firing of pyrotechnic devices that control the deployment and jettison of SRPS. Once confirmed normal operation of SRPS, deployment and jettison of parachute on the high speed taxiing were performed.

Uniaxial tensile test integrated design considering mould-fixture for UHPC

  • Zhang, Xiaochen;Shen, Chao;Zhang, Xuesen;Wu, Xiangguo;Faqiang, Qiu;Mitobaba, Josue G.
    • Advances in Computational Design
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    • 제7권4호
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    • pp.281-295
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    • 2022
  • Tensile property is one of the excellent properties of ultra-high performance concrete (UHPC), and uniaxial tensile test is an important and challenging mechanical performance test of UHPC. Traditional uniaxial tensile tests of concrete materials have inherent defects such as initial eccentricity, which often lead to cracks and failure in non-test zone, and affect the testing accuracy of tensile properties of materials. In this paper, an original integrated design scheme of mould and end fixture is proposed, which achieves seamless matching between the tension end of specimen and the test fixture, and minimizes the cumulative eccentricity caused by the difference in the matching between the tension end of specimen and the local stress concentration at the end. The stress analysis and optimization design are carried out by finite element method. The curve transition in the end of specimen is preferred compared to straight line transition. The rationality of the new integrated design is verified by uniaxial tensile test of strain hardening UHPC, in which the whole stress-strain curve was measured, including the elastic behavior before cracking,strain hardening behavior after cracking and strain softening behavior.

탭 변환 단권변압기 기반 LVRT/HVRT 시험장비의 임피던스 설계 (Impedance design of tap changing auto transformer based LVRT/HVRT test device)

  • 백승혁;김동욱;윤영두;김성민
    • 전기전자학회논문지
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    • 제24권1호
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    • pp.216-224
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    • 2020
  • 본 논문은 계통 연계 기준인 Low Voltage Ride Through(LVRT) 및 High Voltage Ride Through(HVRT) 기능을 평가하기 위한 시험 장비의 임피던스 설계 방법을 제안한다. LVRT/HVRT 시험 장비는 계통 연계 규정에 명시되어 있는 계통 사고 전압을 일정시간 동안 발생시킬 수 있어야 하며 설계 사양에 맞게 사고전류의 크기를 제한해야 한다. 본 논문에서는 LVRT/HVRT 동작 시 탭 변환 단권변압기 시험 장비의 등가 모델을 기반으로 계통 연계 규정을 만족하기 위한 단권변압기의 임피던스를 설계한다. 제안하는 설계 방법을 이용하여 LVRT/HVRT 시험 시 요구되는 다양한 사고전압을 출력할 수 있는 시험장비의 설계를 위한 탭 간의 임피던스 설계 과정을 설명한다. 제안하는 설계 방법의 타당성을 검증하기 위하여, 10MVA급 LVRT/HVRT 시험 장비의 설계 과정을 설명하고 시뮬레이션을 통하여 확인하였다.

A Practical Method for Automotive Accelerated Life Test

  • Won Jung;Lee, Ik-seong
    • 한국산업정보학회:학술대회논문집
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    • 한국산업정보학회 2001년도 춘계학술대회논문집:21세기 신지식정보의 창출
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    • pp.129-133
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    • 2001
  • Accelerated life test is a viable method for identifying failure modes, incorporating design changes on an on-going basis during the early stages of automotive development program. The information from tests at high stress levels is extrapolated to obtain estimate of life at normal stress levels. This paper presents a practical method for accelerated life test to achieve a specified accuracy in estimating life at a design stress. Recommended and optimum plan are presented and the plans are illustrated with a simulated test data for the automotive power element example.

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군용 기동장비 내구 신뢰성 향상을 위한 동력장치 내구시험로 설계 (The Design of New Cross Country Test Courses for Powertrain System of Military Vehicle)

  • 이정환;이상호;조진우;강이석
    • 한국군사과학기술학회지
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    • 제20권3호
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    • pp.362-368
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    • 2017
  • The endurance test is important to evaluate and predict defects of the vehicles. In particular, in order to improve the reliability of the endurance test for the powertrain system of military vehicles, the driving load is measured and analyzed at test courses and maneuvering roads. As a result, new test courses for powertrain system is additionally needed to improve test reliability. In this paper, it shows that new test courses for powertrain system is designed and constructed using the measuring and anlayzing result between CPG test courses and army maneuvering roads.

베트남 연약지반에서의 현장타설말뚝 설계 사례 (A Case Study on the Design of Drilled Shaft on Soft Ground in Vietnam)

  • 서원석;조성한;최기병
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.591-604
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    • 2008
  • In this study, two design examples of drilled shafts on soft ground in Ho-Chi-Minh City, Vietnam are introduced. One is for a 27-story apartment and the other is for a Arch bridge over Saigon river. Unlikely the normal cases in Korea, all of the bored pile foundations are supposed to be placed on soil layers. Therefore, skin friction between pile and ground is the most crucial design parameter. Three methods using SPT N value of sandy soil -Korean Road Bridge Code(1996), Reese and Wright (1977), and O'Neill and Reese (1988)- were adopted to obtain an ultimate axial bearing capacity. In order to verify the calculated bearing capacity, 3 sets of static load test and a Osterberg Cell test were performed at an apartment site and a bridge site respectively. LRFD (Load Resistance Factored Design) method was compared with ASD (Allowable Stress Design) method. On application of ASD method, safety factor for skin friction was adopted as 2 or 3 while safety factor for end bearing was 3. The design bearing capacities from ASD method matched well with those from LRFD method when safety factor for skin friction was adopted as 2.

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Taguchi Method 와 HALT(High Accelerated Life Test)를 이용한 WCDMA Node B Amplifier 강건설계 (Robust Design for WCDMA Node B Amplifier by Taguchi Method and HALT (High Accelerated Life Test))

  • 이준서;노영석;홍진표;안광은;연철흠
    • 한국정보통신설비학회:학술대회논문집
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    • 한국정보통신설비학회 2007년도 학술대회
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    • pp.407-410
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    • 2007
  • In the RRH (Radio Remote Head) of a WCDMA Node B System, an HPA (High Power Amplifier) is used in order to amplify the transmission RF signal. Upon designing an HPA, the design requirements demand that the intermodulation characteristics are optimized during design and that the stability of the characteristics is maintained in the field. In this DOE (Design of Experiments) research, a few vital factors that affect intermodulation characteristics were first selected; then, an optimal solution was produced for high reliability in a noisy environment in the field by employing the Taguchi Method, a statistical method used for a robust design. Furthermore, by employing HALT(High Accelerated Life Test) during the verification test, this experiment has verified that an HPA that was designed using the Taguchi Method proved to be a far more robust design than an HPA that was designed without using the method.

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