• Title/Summary/Keyword: static test

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A Study of Korean (Industrial) Standards for Pneumatic Servo Valve (공압서보밸브 KS규격 정립에 관한 연구)

  • 김동수;이원희;최병오
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2003.06a
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    • pp.1231-1234
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    • 2003
  • Pneumatic servo valve which is widely applied in industrial world is advanced technology compounded with electric, electronic and machine. And It is consist of Linear Force Motor. Spool Commutation Mechanism and Microprocessor. In this study, we accomplished test method of Linear Force motor test, Static characteristic test, Dynamic characteristic test for KS(Koran industrial standard) of Pneumatic servo valve. we accomplished study about the main item of Static characteristic test which is related to unload flow characteristic test. And Dynamic characteristic test was step input test and frequency response test. Specially about frequency response test, There was a difficulty resulting from the time delay problem caused by the basic compressibility of air. In order to solve the problem in this study. we proposed two methods. First, displacement of the servo valve spool was directly measured by using a laser sensor. Second, method of calculating control flow by measuring pressure and temperature of chamber.

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Analytical Study on Software Static/Dynamic Verification Methods for Deriving Enhancement of the Software Reliability Test of Weapon System (무기체계 소프트웨어 신뢰성 시험 개선점 도출을 위한 소프트웨어 정적/동적 검증 분석 사례연구)

  • Park, Jihyun;Choi, Byoungju
    • KIPS Transactions on Software and Data Engineering
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    • v.8 no.7
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    • pp.265-274
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    • 2019
  • The reliability test performed when developing the weapon system software is classified into static test and dynamic test. In static test, checking the coding rules, vulnerabilities and source code metric are performed without executing the software. In dynamic test, its functions are verified by executing the actual software based on requirements and the code coverage is measured. The purpose of this static/dynamic test is to find out defects that exist in the software. However, there still exist defects that can't be detected only by the current reliability test on the weapon system software. In this paper, whether defects that may occur in the software can be detected by static test and dynamic test of the current reliability test on the weapon system is analyzed through experiments. As a result, we provide guidance on improving the reliability test of weapon system software, especially the dynamic test.

A Comparative Study on the Bearing Capacity of Dynamic Load Test and Static Load Test of PHC Bored Pile (PHC 매입말뚝의 동재하시험과 정재하시험의 지지력 비교·분석 연구)

  • Park, Jongbae
    • Journal of the Korean GEO-environmental Society
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    • v.18 no.9
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    • pp.19-31
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    • 2017
  • In case of USA, the drilled shaft and the driven pile in the field showed a good correlation in the analysis of the bearing capacity between the dynamic load test and the static load test. However, in Korea, we mainly install the bored pile, which is not widely used overseas and we tried to confirm the reliability of the dynamic load test on the bored pile, because many people questioned the reliability of it. In this study, load tests were carried out on PHC bored piles in LH field (Cheonan, Incheon, Uijeongbu), and the bearing capacity of the dynamic load test (EOID 7times, Restrike 7times) and the static load test (7times) were compared and analyzed. As a result, the average of the bearing capacity of the static load test was 27% higher than that of the dynamic load test (reliability : 0.73, coefficient of variation : 0.3). And the average of the bearing capacity of the static load test (Davisson) was 27% higher than that of the bearing capacity of the dynamic load test (Davisson) (reliability : 0.73, coefficient of variation : 0.2). To reduce the difference between the bearing capacity of the dynamic load test and the static load test, we proposed modified bearing capacity of dynamic load test (base bearing capacity of EOID + skin frictional force of restrike) and difference between the bearing capacities was reduced to 9% (reliability : 0.91, coefficient of variation : 0.2). And the coefficient of variation was reduced to 0.2 and the consistency of analysis increased.

Effect of Fabrication Methods on Static Strength of Polymer Based Composites under the Low Temperature Range (적층 방법에 따른 복합재의 저온 영역 하에서 정적 강도 변화)

  • Eom, Su-Hyeon;Dutta, Piyush K.;Gwon, Sun-Cheol;Kim, Guk-Jin;Kim, Yun-Hae
    • Proceedings of the KSME Conference
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    • 2003.04a
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    • pp.7-12
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    • 2003
  • When the wind turbine is used in cold regions, the mechanical properties and dimension stability of the blade will be changed. The proposal of this paper is to test the durability of the blade for wind turbine. It is necessary to select the most comfortable materials and fabrication processes for more stable wind turbine blade in cold regions. To select the most comfortable materials and processes, the static strength has to know through the tensile static tests at the severe condition as cold regions. First, the tensile static specimens made by RIM (Resin injection molding) process & vacuum bagging process with reinforcement materials and resin. Tensile static tests were carried out on three laminate lay-ups (carbon prepreg, carbon fiber dry fabric and glass fiber dry fabric) at different test temperature($24^{\circ}$, $-30^{\circ}$), determining properties such as the mechanical strength, stiffness and strain to failure. At different test temperature, in order to test the tensile strengths of these specimens used the low temperature chamber. Next, the results of this test were compared with each other. Finally, the most comfortable materials and fabrication processes can select based on these results. The results show the changes in the static behavior of three laminate lay-ups at different test temperatures. At low temperatures, the static strengths are higher than the ones at room temperature.

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A Comparison of the Effect of Fabrication Methods on Static Strength of Polymer Based Composites under the Low Temperature Range (적층 방법에 따른 고분자 기지 복합재의 저온 영역 하에서 정적 강도 변화의 비교)

  • ;;;Piyush K. Dutta
    • Proceedings of the Korean Society For Composite Materials Conference
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    • 2003.04a
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    • pp.196-201
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    • 2003
  • When the structures are used in cold regions, the mechanical properties and dimension stability of the blade will be changed. The proposal of this study is to test the durability of the structures in cold regions. It is necessary to select the most comfortable materials and fabrication processes for more stable structures in cold regions. To select the most comfortable materials and processes, the static strength has to know through the tensile static tests at the severe condition as cold regions. First, the tensile static specimens made by RIM (Resin injection molding) process & vacuum bagging process with reinforcement materials and resin. Tensile static tests were carried out on three laminate lay-ups (carbon prepreg, carbon fiber dry fabric) at different test temperature($24^{\circ}C$, $-30^{\circ}C$), determining properties such as the mechanical strength, stiffness and strain to failure. At different test temperature, in order to test the tensile strengths of these specimens used the low temperature chamber. Next, the results of this test were compared with each other. Finally, the most comfortable materials and fabrication processes can select based on these results. The results show the changes in the static behavior of three laminate lay-ups at different test temperatures. At low temperatures, the static strengths are higher than the ones at room temperature.

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The Correlation between Static and Dynamic Balance Index according to the Virtual Reality-Based Squat and Conventional Squat Exercise (가상현실기반과 고전적 스쿼트 운동 방법에 따른 정적, 동적 균형지수 간 상관분석)

  • Yoon, Junggyu
    • Journal of The Korean Society of Integrative Medicine
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    • v.7 no.1
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    • pp.1-8
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    • 2019
  • Purpose : The purpose of this study was to examine the correlation between static and dynamic balance according to the virtual reality-based squat and conventional squat exercise. Methods : Twenty four participants were randomly assigned to the virtual reality-based squat (VRS) group (n=12) or conventional squat (CS) group (n=12). The static balance (C90 area, C90 angle, trace length, sway average velocity) and dynamic balance (forward, rearward, leftward, rightward) were measured using a force plate by BT4. The VRS group used the virtual reality system during 4 weeks, while the CS group underwent classical squat training. Independent t-test was used to test the homogeneity of the general characteristics of the subjects. The collected data was analyzed using the paired t-test for static and dynamic balance comparisons before and after exercise in both groups and Pearson's test for the correlation between static and dynamic balance according to the measured time. The significance level was set to 0.05. Results : There was no significant correlation between group and static and dynamic balance related variables (p>.05). There was a significant correlation between measurement time and static and dynamic balance related variables (p<.05). According to the measurement time, the static balance parameter C90 area in the VRS group after exercise was significantly decreased (p<.05). The values of forward, leftward and rightward in the VRS group were significantly increased after exercise (p<.05). Conclusion : It is suggested that 20 normal healthy adult men and women who have normal balance ability can improve their ability to control their posture by improving the balance ability when applying virtual reality-based squat exercise.

Evaluation of Pile Bearing Capacity using Calibration Chamber Test (모형토조실험을 통한 말뚝지지력의 평가)

  • 이인모;이명환
    • Proceedings of the Korean Geotechical Society Conference
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    • 1992.03a
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    • pp.13-40
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    • 1992
  • Static formulae based on limiting equilibrium theories often provide misleading predictions of pile bearing capacity in cohesionless soils due to the incorrect basic assumptions or oversimplification of actual soil conditions. Soil conditions prior to pile driving are significantly changed after pile installation and imposition of high stress levels. Therefore soi1 parameters at failure rather than those obtained at initial conditions should be used in application of static formulae. In this research. model pile test data were analyzed and compared with the predicted values obtained from the various static formulae. The results showed that the proper choice of soil parameters remarkably improve the reliability of static formulae.

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Static Load Test for Verification of Structural Robustness of Composite Oxidant Tank for Space Launch Vehicle (우주발사체용 복합재 산화제탱크 구조 강건성 검증을 위한 정하중 시험)

  • Kim, Hyun-gi;Kim, Sungchan
    • Journal of Aerospace System Engineering
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    • v.15 no.5
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    • pp.98-105
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    • 2021
  • This study presented the results of the static load tests conducted to verify the structural robustness of the composite oxidant tank for a space launch vehicle. First, we introduced the test equipment used in the static load test of the composite oxidant tank, and then described the test requirements that the composite oxidant tank must satisfy. In addition, we presented a test set-up diagram consisting of the static load test fixture, hydraulic pressure, control equipment, and data acquisition equipment, and the load profile of the static load test of the composite oxidant tank consisting of shear, equivalent compression, bending, and combination tests. As a result of load control, we verified the reliability of this test by showing the errors between the input load and the feedback load in each channel according to the increase of the test load, and the feedback error between the channel A and channel B of load cell in each load actuator. As a result of the static load test, the load of the actuator was properly controlled within the allowable error range in each test, and we found that the test specimen did not cause damage or buckling that causes significant structural defects in the required load.

Effects of Cooling Flow Rate on Gas Foil Thrust Bearing Performance (냉각 유량이 가스 포일 스러스트 베어링의 성능에 미치는 영향)

  • Sung Ho Hwnag;Dae Yeon Kim;Tae Ho Kim
    • Tribology and Lubricants
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    • v.39 no.2
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    • pp.76-80
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    • 2023
  • This paper describes an experimental investigation of the effect of cooling flow rate on gas foil thrust bearing (GFTB) performance. In a newly developed GFTB test rig, a non-contact type pneumatic cylinder provides static loads to the test GFTB and a high-speed motor rotates a thrust runner up to the maximum speed of 80 krpm. Force sensor, torque arm connected to another force sensor, and thermocouples measures the applied static load, drag torque, and bearing temperature, respectively, for cooling flow rates of 0, 25, and 50 LPM at static loads of 50, 100, and 150 N. The test GFTB with the outer radius of 31.5 mm has six top foils supported on bump foil structures. During the series of tests, the transient responses of the bearing drag torque and bearing temperature are recorded until the bearing temperature converges with time for each cooling flow rate and static load. The test data show that the converged temperature decreases with increasing cooling flow rate and increases with increasing static load. The drag torque and friction coefficient decrease with increasing cooling flow rate, which may be attributed to the decrease in viscosity and lubricant (air) temperature. These test results suggest that an increase in cooling flow rate improves GFTB performance.

Cyclic Loading Test of Anchorage System for Externally Prestressed CFRP Plate (외부긴장 CFRP판용 정착부의 반복하중 실험)

  • Jung, Woo-Tai;Park, Jong-Sup;Park, Young-Hwan
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05a
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    • pp.262-265
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    • 2006
  • This paper presents results on static and cyclic loading tests of anchorage system for externally prestressed CFRP plate. A total of 6 specimens have been tested. The specimens can be classified into the concrete surface specimens and the concrete near surface mounted specimens. Static test results before and after cyclic loading test reveal that anchorage system for externally prestressed CFRP plate has static capacity more than CFRP tensile strength.

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