• 제목/요약/키워드: Test Temperature

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An automated control system for concrete temperature development in construction

  • Qiang, Sheng;Leng, Xue-jun;Wang, Xiang-rong;Zhang, Jing-tao;Hua, Xia
    • Computers and Concrete
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    • 제24권5호
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    • pp.437-444
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    • 2019
  • PLC and its expansion module, electric ball valve and cooling pipe, electric heating steel plate and various components of the system, which is used to control test and process data. By automatically adjusting the opening of the valve, the system makes the top temperature and cooling speed develop along the ideal temperature diachronic curve. Moreover, the system enables the temperature difference between inside and surface of test block limited in a given range by automatically controlling the surface board heating. The method of physical simulation test by sandbox with built-in cooling water pipe and heating rod is adopted. On the premise of a given standard value, the operation of the system is checked under different working conditions. Further, an extension of this system is proposed, which enables its application to obtain some thermal parameters when cooperating with numerical simulation.

INFLUENCE OF GEAR OIL FORMULATION ON OIL TEMPERATURE

  • Wienecke, D.;Bartz, W.J.
    • 한국윤활학회:학술대회논문집
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    • 한국윤활학회 2002년도 proceedings of the second asia international conference on tribology
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    • pp.311-312
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    • 2002
  • Friction losses in complex tribo-technical system are revealed primarily through their effect on the operating temperature level. In order to assess the influence of the oil formulation on the temperature level comprehensive tests were run in a model test apparatus consisting of a special adapter for the 4-ball test rig. More than ten with different formulations (different base oils, additive packages and viscosity modifiers) were tested, The resulting temperature levels varied by nearly 25 %. The objective of this model testing is to assess the influence of the oil formulation on the operating temperature of vehicle manual transmission. The correlation to the real tribotechnical system was confirmed by a VW Polo transmission test.

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표면이 마모된 틸팅 패드 저널베어링의 열윤활 해석 및 온도 측정 (Thermohydrodynamic Analysis and Pad Temperature Measurement of Tilting Pad Journal Bearing with Worn Pad)

  • 이동현;선경호;김병옥;강동혁
    • Tribology and Lubricants
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    • 제33권4호
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    • pp.134-140
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    • 2017
  • With the increase in adoption of tilting pad journal bearings (TPJBs), various failure mechanisms related to TPJBs have been reported, of which pad wear is a frequently reported one. Pad wear causes change in geometry of the bearing, which can sometimes result in the failure of the entire system. The objective of this research is to investigate the influence of pad wear on the pad temperature, which is one of the widely used condition monitoring methods for TPJBs. For the theoretical investigation, thermohydrodynamic (THD) analysis was conducted by solving the generalized Reynolds equation and the 3D energy equation. The results of the analysis show that the temperature of the loaded pad increases while that of the unloaded pad decreases, when there is wear on the loaded pads. In addition, the minimum film thickness decreases with an increase in the wear depth. A validation test was conducted with a test rig, which mimics the axial turbine when a test rotor is supported by two TPJBs. The test bearing consists of five pads with a diameter of 60 mm, and a resistance temperature detector (RTD) is installed in the pad for temperature monitoring. The test was performed by replacing the two loaded pads with the worn pad. The test result for the TPJB with wear depth of $30{\mu}m$ show that the temperatures of the loaded pads are $8^{\circ}C$ higher and that of the unloaded pad is $2.5^{\circ}C$ lower than that of the normal TPJB. In addition, the predicted pad temperature shows good agreement with the measured pad temperatures.

Analysis of Thermal Characteristics and Insulation Resistance Based on the Installation Year and Accelerated Test by Electrical Socket Outlets

  • Kim, Kyung Chun;Kim, Doo Hyun;Kim, Sung Chul;Kim, Jae Ho
    • Safety and Health at Work
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    • 제11권4호
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    • pp.405-417
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    • 2020
  • Background: Electrical socket outlets are used continuously until a failure occurs because they have no indication of manufacturing date or exchange specifications. For this reason, 659 electrical fires related to electrical socket outlets broke out in the Republic of Korea at 2018 only, an increase year on year. To reduce electrical fires from electrical socket outlets, it is necessary to perform an accelerated test and analyze the thermal, insulation resistance, and material properties of electrical socket outlets by installation years. Methods: Thermal characteristics were investigated by measured the temperature increase of electrical socket outlets classified according to year with variation of the current level. Insulation resistance characteristics was measured according to temperature for an electrical socket outlets by their years of use. Finally, to investigate the thermal and insulation resistance characteristics in relation to outlet aging, this study analyzed electrical socket outlets' conductor surface and content, insulator weight, and thermal deformation temperature. Results: Analysis showed, regarding the thermal characteristics, that electrical socket outlet temperature rose when the current value increased. Moreover, the longer the time that had elapsed since an accelerated test and installation, the higher the electrical socket outlet temperature was. With respect to the insulation resistance properties, the accelerated test (30 years) showed that insulation resistance decreased from 110 ℃. In relation to the installation year (30 years), insulation resistance decreased from 70 ℃, which is as much as 40 ℃ lower than the result found by the accelerated test. Regarding the material properties, the longer the elapsed time since installation, the rougher the surface of conductor contact point was, and cracks increased. Conclusion: The 30-year-old electrical socket outlet exceeded the allowable temperature which is 65 ℃ of the electrical contacts at 10 A, and the insulation resistance began to decrease at 70 ℃. It is necessary to manage electrical socket outlets that have been installed for a long time.

CP-Ti의 동적거동에 미치는 온도의 영향 (Temperature Dependence of Dynamic Behavior of Commercially Pure Titanium by the Compression Test)

  • 이수민;서송원;박경준;민옥기
    • 대한기계학회논문집A
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    • 제27권7호
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    • pp.1152-1158
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    • 2003
  • The mechanical behavior of a commercially pure titanium (CP-Ti) is investigated at high temperature Split Hopkinson Pressure Bar (SHPB) compression test with high strain-rate. Tests are performed over a temperature range from room temperature to 1000$^{\circ}C$ with interval of 200$^{\circ}C$ and a strain-rate range of 1900 ∼ 2000/sec. The true flow stress-true strain relations depending on temperature are achieved in these tests. For construction of constitutive equation from the true flow stress-true strain relation, parameters for the Johnson-Cook constitutive equation is determined. And the modified Johnson-Cook equation is used for investigation of behavior of flow stress in vicinity of recrystalization temperature. The Modified Johnson-Cook constitutive equation is more suitable in expressing the dynamic behavior of a CP-Ti at high temperature, i.e. about recrystalization temperature.

Temperature Effects on Fracture Toughness Parameters for Pipeline Steels

  • Chanda, Sourayon;Ru, C.Q.
    • 국제강구조저널
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    • 제18권5호
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    • pp.1754-1760
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    • 2018
  • The present article showcases a temperature dependent cohesive zone model (CZM)-based fi nite element simulation of drop weight tear test (DWTT), to analyse fracture behavior of pipeline steel (PS) at different temperatures. By co-relating the key CZM parameters with known mechanical properties of PS at varying temperature, a temperature dependent CZM for PS is proposed. A modified form of Johnson and Cook model has been used for the true stress-strain behavior of PS. The numerical model, using Abaqus/CAE 6.13, has been validated by comparing the predicted results with load-displacement curves obtained from test data. During steady-state crack propagation, toughness parameters (such as CTOA and CTOD) were found to remain fairly constant at a given temperature. These toughness parameters, however, show an exponential increase with increase in temperature. The present paper offers a plausible approach to numerically analyze fracture behavior of PS at varying temperature using a temperature dependent CZM.

입계부식시험에 영향을 주는 시험변수에 관한 연구 (A Study on Test Variables Effected on Grain Boundary Etching Test)

  • 백승세;나성훈;이해무;유효선
    • 대한기계학회논문집A
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    • 제25권12호
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    • pp.1911-1918
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    • 2001
  • Recently the non-destructive test technique which uses the grain boundary etching characteristics owing to the variation of material structures has been proposed. However, during in-serviced GEM test there are a lot of variables such as the changes of temperature and concentration of etching solution, the roughness condition of surface polished etc.. The purpose of this paper is to investigate the influences of these test variables on GEM test results in order to establish a reliable and sensitive of GEM evaluation technique. The experiments are conducted in various solution temperatures, 10$\^{C}$, 15$\^{C}$, 20$\^{C}$, and 25$\^{C}$ and in 70% and 100% concentrations of that, and in various surface roughnesses polished by #800, #2000, and 0.3㎛ alumina powder. Through the test with variables, it is verified that the decrease of temperature and concentration of etching solution and the coarsened surface roughness by not using polishing cloth and powder induce some badly and/or greatly influences on GEM test results like grain boundary etching width(W$\_$GB) and intersecting point ratio(N$\_$i/N$\_$0/). Therefore, to get reliable and good GEM test results, it must be prepared the surface of specimen polished by polishing cloth and 0.3㎛ alumina powder and the saturated picric acid solution having 25$\^{C}$ and be maintained the constant temperature(25$\^{C}$) during GEM test.

고속철도차량 주변압기의 온도측정방법 (Temperature Measurement Method of Main Transformer for High Speed Railway)

  • 한영재
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2003년도 하계학술대회 논문집 Vol.4 No.1
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    • pp.448-451
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    • 2003
  • For this research, we developed the hardware and software of the measurement system for on-line test and evaluation. The software controls the hardware of the measurement data and acts as interface between users and the system hardware. In this paper, we is studied for temperature measurement of main transformer. In order to this test is developed measurement system. Using this system, we obtained important result for main transformer temperature.

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국가대표 컬링 대표팀 지원을 위한 컬링 패드 성능 시험 시스템 개발 (Development of a curling pad performance test system to support Korea curling team)

  • 김태완;이상철;길세기
    • 한국융합학회논문지
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    • 제11권10호
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    • pp.25-30
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    • 2020
  • 본 연구에서는 국가대표 컬링(curling) 선수들이 사용하는 컬링 패드(pad)의 성능을 평가 할 수 있는 시험 장비를 개발 하였다. 개발된 장비는 얼음을 생성 할 수 있는 수조, 수조에서 생성된 얼음 표면에 패드를 밀착시켜 스위핑(sweeping, 패드 왕복 운동)을 수행 할 수 있는 패드 구동 장치 및 얼음 속 온도를 측정 할 수 있는 측정 장치로 구성되었다. 수조와 구동 장치는 챔버(chamber) 형태의 구조물 내부에 설치하여, 챔버 내부 공기의 온도와 습도 조절이 가능하도록 제작 하였다. 개발된 시스템을 이용하여 8종의 컬링 패드에 대하여 스위핑 수행 시 얼음 속 온도 변화를 관찰한 결과, 컬링 패드에 따라 서로 다른 온도 변화가 관찰되었다. 실험을 통하여 관찰된 얼음 온도 상승이 빠른 패드와 선수들이 선호하는 패드가 일치하여, 연구에서 수행한 컬링 패드 스위핑에 의한 얼음 온도 변화를 측정하는 시험방법이 패드의 성능을 가늠하는 유효한 방법임을 확인 할 수 있었다.

Study on the mechanical properties test and constitutive model of rock salt

  • Zhao, Baoyun;Huang, Tianzhu;Liu, Dongyan;Liu, Yang;Wang, Xiaoping;Liu, Shu;Yu, Guibao
    • Geomechanics and Engineering
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    • 제18권3호
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    • pp.291-298
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    • 2019
  • In order to study the mechanical properties of rock salt, triaxial compression tests under different temperatures and confining pressure are carried out on rock salt specimens, the influence of temperature and confining pressure on the mechanical properties of rock salt was studied. The results show that the temperature has a deteriorative effect on the mechanical properties of rock salt. With the increase of temperature, the peak stress of rock salt decreases visibly; the plastic deformation characteristics become much obvious; the internal friction angle increases; while the cohesion strength decreases. With the increase of confining pressure, the peak stress and peak strain of rock salt will increase under the same temperature. Based on the test data, the Duncan-Chang constitutive model was modified, and the modified Duncan-Chang rock salt constitutive model considering the effect of temperature and confining pressure was established. The stress-strain curve calculated by the modified model was compared with the stress-strain curve obtained from the test. The close match between the test results and the model prediction suggests that the modified Duncan-Chang constitutive model is accurate in describing the behavior of rock slat under different confining pressure and temperature conditions.