• Title/Summary/Keyword: Reduced pressure test.

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Hydrogen Gas Pick-Up of Al-alloy Melt During Lost Foam Casting (소실모형 주조시 알루미늄 합금 용탕의 수소 용해에 관한 연구)

  • Shin, Seung-Ryoul;Choi, Hyun-Jin;Lee, Kyong-Whoan;Lee, Zin-Hyoung
    • Journal of Korea Foundry Society
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    • v.22 no.4
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    • pp.167-173
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    • 2002
  • The hydrogen gas pick-up problem that can occur during Lost Foam Casting was investigated by reduced pressure test and practical Lost Foam Casting. The proper test pressure of reduced pressure test was determined by experiments not to use polystyrene and gas contents of the melt were calculated from density measurement results. The results showed that the hydrogen pick-up increased with the increased amount of polystyrene that was replaced by melt. The hydrogen pick-up was larger in the case of no degassed melt than that of degassed melt. So the hydrogen pick-up depended on the initial hydrogen content of the melt and the contact time of the melt with the decomposed gas phase. The mold evacuation decreased the hydrogen pick-up and increased the flow length of melt during Lost Foam Casting. And the error of calculated hydrogen pick-up was calculated by numerical method.

A Study on Filtration Performance Test with Electrostatically Enhanced Fabric Filter (정전형여과집진방식에서 여과특성에 관한 연구)

  • 천중국;박출재;최금찬
    • Journal of Korean Society for Atmospheric Environment
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    • v.11 no.4
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    • pp.361-367
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    • 1995
  • This study has been carried out to investigate the filteration performance of Electrostatically Stimulated Fabric Filter(ESFF) at high temperature condition. The electric field was maintained parallel to the fabric surface. The benefits of ESFF are lower residual pressure drop, improvement of fine particle removal efficiency and increasing reduced rate of pressure drop during a filteration cycle, stable operation at higher filtering velocities. According to the variance of filtering velocities and dust loadings, the results are summarized as follows; By imposing an electric field on the filter, the reduced rate of pressure drop was 7.sim.18% at room temperature, and when filtering velocity was 1.8m/min and dust loading was 1g/m$^{3}$, the value of reduced rate of pressure drop was shown the highest. Under the electric field around the filter, the reduced rate of pressure drop was 10.sim.35% at high temperature, and when filtering velocity was 1.8m/min and dust loading was 1g/m$^{3}$, the value of reduced rate of pressure drop was shown the highest. Most of all, at high temperature, the value of reduced rate of pressure drop was resulted to 25%. Also the collecting efficiency was shown clearly improved. By the SEM photo analysis, the number of penetrated particles at the Conventional Fabric Filter was approximately two times that of Electrostatically Stimulated Fabric Filter.

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Conditions of Desalination with Reduced Pressure Evaporation Device (감압증발장치와 해수담수화의 조건)

  • Ji, Ho;Yun, Sung Yeol;Lee, Seung Won;Moon, Deok Soo;Lee, Ho Saeng;Kim, Hyeon Ju
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.17 no.1
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    • pp.8-12
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    • 2014
  • Reduced pressure evaporation applies the principle of lowering water's boiling point by reducing the pressure. It uses the relation between temperature and pressure to reduce energy consumption needed for elevating temperature. As the result, the highest evaporation was observed at $80^{\circ}C$ and -40 cmHg applying saturated vapor pressure depending on different seawater temperature. It was found that the higher concentration in the factor test experiment depending on seawater concentration induced the higher evaporation. Also, in the factor test experiment, the amount of evaporation increased as the pressure decreased. It is concluded that the most important factor of evaporation was concentration, the second important factor was temperature, and the least important factor was pressure. Through this experiment, optimized conditions of desalination with reduced pressure evaporation device were verified.

The Model Test on Load Reduction Effect of Caps Foundation Method (캡스기초공법의 하중경감효과에 관한 모형시험)

  • Park, Jong-Man;Kang, Chi-Gwang;Kwak, Jung-Min;Han, Sang-Ho
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.20 no.11
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    • pp.479-486
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    • 2019
  • The caps foundation method can reduce the load of a building by using the arching effect, but verification of the method is still insufficient. In this paper, a model test was performed to quantitatively prove the load reduction effect by this method. The test was carried out using six conditions according to the size of caps foundation block and the area of the loading plate. The test results show that the earth pressure was the highest at the position closest to the loading point regardless of the size of caps foundation block and the area of the loading plate. At the highest earth pressure position, when the loading plate area was 30 cm × 30 cm, the earth pressure of a small block was reduced by 35.4% on average, and that of a big block was reduced by 39.7% compared to the pressure with no block. When the loading plate area was 60 cm × 60 cm, the earth pressure of the small block was reduced by 33.9% on average, and the earth pressure of the big block was reduced by 42.7%. Therefore, if the caps foundation method is applied, the load will be reduced by more than 33% for a small block and 39% for a big block.

Post-Cyclic Deformation Behavior of Non-Liquefied Weathered Soils (반복재하후 미액상화 풍화토 지반의 변형 거동)

  • 최연수;정충기
    • Proceedings of the Korean Geotechical Society Conference
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    • 2001.03a
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    • pp.485-492
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    • 2001
  • Weathered soil is one of the most representative soils in Korea. In this study, a series of cyclic triaxial tests was carried out to predict the post-cyclic deformation behavior of weathered soils in case of non-liquefaction. Excess pore pressure response during cyclic loading and volumetric strain during the dissipation of excess pore pressure were measured varying the confining pressure, relative density and cyclic stress ratio. Based on the test results, it Is found that the modified excess pore pressure ratio, excess pore pressure ratio normalized by cyclic stress ratio, is uniquely correlated with the number of cycles irrespective of confining pressure and cyclic stress ratio. Using the newly proposed MEPPR(modified excess pore pressure ratio) concept, it is possible to easily evaluate the excess pore pressure and the settlement of weathered soils due to cyclic loading by greatly reduced number of tests. It is also verified that the reconsolidation volumetric strain is independent of the way how the excess pore pressure was generated.

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Evaluation of Performance of a Residential Air-Conditioning System Using Microchannel and Fin-and-Tube Heat Exchanger (마이크로채널과 핀 튜브 열교환기를 적용한 가정용 에어컨디셔너의 성능 평가)

  • Yun, Rin
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.19 no.1
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    • pp.28-35
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    • 2007
  • In this study the seasonal performance of a residential air conditioning system having either a fin-and-tube condenser or a microchannel condenser is experimentally investigated. A commercially available 7 kW capacity residential air conditioning system having a fin-and-tube condenser served as the base system. The test results show that the system with a microchannel heat exchanger has a reduced refrigerant charge amount of 10%, the coefficient of performance is increased by 6% to 10%, and the SEER is increased by 7% as compared with those of the base system. Moreover, the condensing pressure of the system is decreased by 100 kPa and the pressure drop across the condenser is decreased by 84%. The microchannel heat exchanger enhances the SEER of the residential air conditioning system by providing better heat transfers at reduced pressure drops.

The Effects of Abdominal Breathing on the Preoperative Anxiety and Blood Pressure of Upper and Lower Limbs Surgical Patients (복식호흡이 상.하지 수술 환자의 수술 전 불안과 혈압에 미치는 효과)

  • Kwak, Mi-Gyeong;Kim, Yun-Kyung;Hong, Hae-Sook
    • Journal of Korean Biological Nursing Science
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    • v.13 no.1
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    • pp.23-28
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    • 2011
  • Purpose: The aim of this study were to examine the effects of abdominal breathing on preoperative anxiety and blood pressure. Methods: The research was a non-equivalent control group pretest-posttest design. The subjects were 60 patients that operated on under local anesthetic. Thirty subjects in the experimental group and 30 subjects in the control group. Data on anxiety and blood pressure for this study were collected from them. The collected data were analyzed by t-test, $X^2$-test, paird t-test. Results: After abdominal breathing, there was a statistically significant decline in the psychological anxiety level of the experimental group. With regard to the physical anxiety level, no statistically significant drop was detected in blood pressure. Conclusion: The findings of the study confirmed that abdominal breathing reduced preoperative anxiety of upper and lower limbs surgical patients.

Effects of Inflation Pressure on Tractive Performance of Bias-Ply Tires (공기압이 바이어스 플라이 타이어의 견인 성능에 미치는 영향)

  • 이동렬;김경욱;정병학
    • Journal of Biosystems Engineering
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    • v.23 no.1
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    • pp.1-12
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    • 1998
  • This study was intended to investigate experimentally the effect of inflation pressure on tractive performance of bias-ply tires for agricultural tractors. Traction tests were conducted at the three velocities of 3, 4, and 5.5km/h under few different surface conditions using a 13.6-28 6PR bias-ply tire as driving wheel of the test tractor. When the inflation pressure was reduced from 250kPa to 40kPa by a decrement of either 30 or 50kPa depending upon the test surface conditions, some of the test results showed that the tractive coefficient and efficiency were increased maximally by 40% and 17%, respectively, at 20% slippage. However, it was failed to derive any consistent rules depicting the effect of inflation pressure of bias ply tires on the tractive performance of tractors.

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The study on the hydraulic pressure reduction of drainage shield tunnel using model test and field instrumentation (모형실험 및 현장계측을 통한 배수형 쉴드터널의 작용수압 저감 평가)

  • Kim, Dong-Min;Ma, Sang-Joon;Lee, Young-Sub
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.17 no.4
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    • pp.429-440
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    • 2015
  • In this study, model test equipment was developed to evaluate the hydraulic pressure reduction in appling the drainage shield tunnel and the model test for hydraulic pressure difference was performed in case of drainage and undrained conditions. In the result of model test, increase ratio of pore water pressure was decreased in drainage condition and total stress in drainage condition was smaller than that in undrained condition, so the hydraulic pressure was reduced by the groundwater inflow into the model tunnel. In the result of field instrumentation, the hydraulic pressure in the back ground of shield tunnel was small by 11~22% in comparison with the calculated hydraulic pressure ($r_w{\cdot}H$) in same groundwater level. In the result of model test and field instrumentation, it was appeared in drainage and undrained conditions that the difference between the theoretical hydraulic pressure and the real hydraulic pressure. It shows that it is possible to apply the reduced hydraulic pressure in applying the drainage shield tunnel and to reduce the segment section due to hydraulic pressure reduction.

Numerical studies of the failure modes of ring-stiffened cylinders under hydrostatic pressure

  • Muttaqie, Teguh;Thang, Do Quang;Prabowo, Aditya Rio;Cho, Sang-Rai;Sohn, Jung Min
    • Structural Engineering and Mechanics
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    • v.70 no.4
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    • pp.431-443
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    • 2019
  • The present paper illustrates a numerical investigation on the failure behaviour of ring-stiffened cylinder subjected to external hydrostatic pressure. The published test data of steel welded ring-stiffened cylinder are surveyed and collected. Eight test models are chosen for the verification of the modelling and FE analyses procedures. The imperfection as the consequences of the fabrication processes, such as initial geometric deformation and residual stresses due to welding and cold forming, which reduced the ultimate strength, are simulated. The results show that the collapse pressure and failure mode predicted by the nonlinear FE analyses agree acceptably with the experimental results. In addition, the failure mode parameter obtained from the characteristic pressure such as interframe buckling pressure known as local buckling pressure, overall buckling pressure, and yield pressure are also examined through the collected data and shows a good correlation. A parametric study is then conducted to confirm the failure progression as the basic parameters such as the shell radius, thickness, overall length of the compartment, and stiffener spacing are varied.