• Title/Summary/Keyword: The Environmental Test

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Consideration of MIL-STD-810G Explosive Atmosphere Test for Fighter Aircraft (전투기의 MIL-STD-810G 폭발성 대기 시험에 관한 고찰)

  • Lee, Jae-Won;Jung, Seung-Bum;Hwang, Young-Ha;Ko, Jeong-Woo
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.50 no.10
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    • pp.739-745
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    • 2022
  • In various environmental requirements of a fighter aircraft, the explosive atmosphere is a test to verify whether or not military products are ignited for the safety of the aircraft system and crew. For the test, the explosive atmosphere test chamber owned by the Korea Institute of Industrial Technology (KITECH) was applied, and n-hexane, which has more sensitive ignition characteristics than general fuel, was used to conduct the test conservatively. Based on Procedure I, Method 511.6, MIL-STD-810G w/Change 1, the US military environmental test specification, the scope of application, tailoring guide, and detailed test procedures are checked, and the necessity of this test for each subsystem of the fighter aircraft is considered. In this study, we present the correct tailoring method by analyzing the explosive atmosphere test results for the components installed in the fighter aircraft and sharing the derived essential points.

Evaluation of Homogeneity and Stability of Korean Mussel (Mytilus coruscus) Standards for Cadmium Analysis (카드뮴 분석용 홍합(Mytilus coruscus) 표준물질의 균질성 및 안정성 시험평가)

  • Lee, Ha-Eun;Lee, Jangho;Chung, David;Lee, Soo Yong;Park, Ki-Wan;Shim, Kyu-Young
    • Journal of Environmental Science International
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    • v.28 no.11
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    • pp.1041-1045
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    • 2019
  • In this study, the KS A ISO Guide 35 was applied to develop analytical standards for heavy metal cadmium using the Korean mussel (Mytilus coruscus) and to evaluate the homogeneity and stability of the sample. Some of the crucial characteristics that reference materials must consist include homogeneity and stability of both intra- and inter-bottles. We tested homogeneity using ANOVA analysis and short-term stability using regression analysis. The variations of cadmium concentrations did not significantly differ between intra- and inter-bottles (F=0.41, p=0.90). For short-term stability verification, cadmium analysis results were not statistically significant as a result of the regression analysis (significance F=0.51, p=0.53). This suggests that we can not dismiss the null hypothesis that there is no significant variation in concentrations of cadmium over time. These results indicated that the cryogenic-milling process has statistically proven the short-term stability for materials from mussels in the chemical analysis of cadmium. Therefore, we propose that the Korean mussel's reference material developed for the proficiency test could be used as a tool to evaluate reliability and consistency in laboratories.

Case Study Top-Base Foundation Static Loading Test in Reclaimed Land (매립지반의 팽이말뚝 평판재하시험 사례 연구)

  • Shin, Eun-Chul;Kim, Sung-Hwan;Lee, Ae-Young
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.10a
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    • pp.721-728
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    • 2008
  • Top-Base Method is a stabilization method for light weight structures particularly in the soft ground. It is widely used for the increment of bearing capacity and the effect of restraining settlement when the bearing capacity of the ground is not enough. Top-shaped cone concrete foundations are installed in graveled laid over soft ground. The principle of the basic method is to maximize effect of dispersing the overburden pressure by increasing the contact area of the top-shaped cone. Therefore, the bearing capacity is increased and the settlement is decreased by the embedded resistance of pile part in the ground. In this paper, the plate bearing test was conducted to evaluate the feasibility of Top-Base foundation. Based on the test results, the coefficient of subgrade reaction, elastic modulus, and settlement of foundation on reclaimed land was derived.

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The Characteristics of Solidification and Leachability of Lead Sludge (납슬러지 고형화 및 용출 특성)

  • 연익준;주소영;김광렬
    • Journal of environmental and Sanitary engineering
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    • v.14 no.3
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    • pp.22-30
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    • 1999
  • This study was carried out to examine the compressive strength characteristics of solids solidified with the lead sludge with mixture of cement and fly ashes as additive. And the additives are commercial fly ash and ESP(Electrostatic precipitator) fly ash. The compressive strength of solidified lead sludge solid was increased by adding fly ash up to 46~62%, which was the results of pozzolanic reaction. When replaced the cement with 10%of commercial fly ash, the solid showed the highest value $210{\;}kg/cm^2$, and the solidification conditions were 0.55 of the water/cement ratio and curing for 14 days. Also, the results of leaching test by EPT(Environmental Protection Agency-Toxicity Test) were showed that the solidified lead has leached out under 10%, which was less than 0.173 mg/L of EPA standard. As leaching solutions, the demineralized water, 0.1N acetic acid solution, and synthetic brine were used. and the observations by SEM of the solidified lead-laden solid after EPT leaching test were indicated the severe erosion on solid surface.

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Study on Plastic Deformation of Cohesionless Soil through Cyclic Triaxial Test (반복삼축압축실험을 통한 사질토의 소성변형 특성에 관한 연구)

  • Shin, Eun-Chul;Kang, Hyoun-Hoi;Choi, Chan-Young;Yang, Hee-Aaeng
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.10a
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    • pp.1370-1376
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    • 2008
  • The structure of railroad or subway is that low fare transportation system of the large traffic volume. Like this structure is subjected to the cyclic load of moving vehicle. Consequently the result of the settlement analysis or plastic deformation prediction of railroad bed could be used as an important factor in safety of the railroad. The results of cyclic triaxial test were used in the numerical analysis of power model which Li and Selig(1994) developed. The soil samples were obtained from the construction site of railroad. Cyclic triaxial test was conducted with the variation of the magnitude of cyclic load and soil types. The large magnitude of plastic deformation in the railroad bed is caused of structure failure of the railroad.

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Cracking Behavior of Prestressed Concrete Cylinder Pipe (프리스트레스트 콘크리트 실린더의 균열거동 연구)

  • Chung, Chul-Hun;Kim, Jong-Suk;Song, Na-Young
    • Journal of the Korean Society of Safety
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    • v.23 no.6
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    • pp.122-130
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    • 2008
  • The cracking behavior of prestressed concrete members is important for the rational evaluation of PCC pipes. However, the test data on the cracking behavior of PCC pipes are very limited. The purpose of the present study is to investigate the cracking behavior of PCC pipes under different settlement conditions. In this paper, experimental test on the full scale model of PCC pipe was conducted and observed in order to study cracking load in PCC pipes. Based test and FEM analysis results, this paper also presents the cracking load prediction in PCC pipe. Based on the numerical analysis results performed in this research, the cracking behaviors of PCC pipe with the variation of the settlement conditions were evaluated.

An Experimental Study on the Waste Polyethylene Aggregate for Construction Materials (폐비닐 골재의 기본특성에 관한 연구)

  • Kim, Young-Chin
    • Journal of the Korean GEO-environmental Society
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    • v.4 no.4
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    • pp.5-16
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    • 2003
  • The aggregate out of waste polyethylene was made in order to recycle waste polyethylene wasted in the country side. Many physical and mechanical experiments which include leaching test, specific gravity test, compaction test, LA abrasion test, large-scaled shear test, and permeability test were performed for the waste polyethylene aggregate. The thermal conductivity test, unfrozen water content test and frost heave test were also performed. The temperature distribution for both gravels and waste polyethylene aggregate, which were constructed in the frost heave layer in the field, was measured in winter season of continuous 2 years and compared.

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Investigation of One-dimensional Stress-Release Mechanism in Sand from Model Test

  • Zhuang, Li;Kim, Dongwook;Kim, Ukgie
    • Journal of the Korean GEO-environmental Society
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    • v.14 no.10
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    • pp.17-27
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    • 2013
  • This paper explores stress release induced by unloading in dry sand. A series of model tests were carried out to measure stresses developed in testing sand during loading and those released during unloading for different boundary conditions. It was found that stress in the sand increased linearly with applied load. At the onset of unloading, almost no stress release was observed. Significant stress release took place when the shear stress in the sand induced by unloading exceeded the frictional resistance and caused movement of sand particles. The initiation and the magnitude of stress release depend on the stress condition prior to unloading, the decrease of external load, and also the frictional resistance in sand. A new conceptual stress-release model was next developed based on the model test results by considering the fundamental frictional behavior of granular materials.

An Investigation of ESS(Environmental Stress Screening) Test of the DCS to be used for a thermal power plant. (발전소용 분산제어시스템의 스크리닝 시험에 관한 고찰)

  • Lee, J.H.;Ma, B.R.;Oh, Y.I.;Jung, M.S.
    • Proceedings of the KIEE Conference
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    • 1999.07b
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    • pp.871-873
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    • 1999
  • According to the reports about the failure mode analysis of modules and systems, It is said that there are many early failure of system. To remove latent defects which causes early failures like that, It is necessary that screening test is performed. ESS is often used fur screening electronic equipments, and is proposed by the most powerful tool for removing latent defects of electronic equipments. [1][2] In this report, the procedure of the environmental stress screening which uses the temperature cycling stress is proposed. It is considered about environmental conditions of distributed control system(DCS) to be tested, design specifications of the system, recommended conditions of relative IEC-STD and applied conditions of similar company. ESS test was applied at the DCS to be installed in power plant. As the results of analyzing discovered problems. It was found that almost latent defects of electronic control systems was discovered early.

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Estimation of compressibility for Busan clay by CPT (CPT를 이용한 부산점토의 압축특성에 관한 연구)

  • Hong, Sung-Jin;Lee, Moon-Joo;Shim, Seong-Hyeon;Lee, Woo-Jin
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.320-325
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    • 2009
  • The constrained modulus, representative property to evaluate compressibility of soil, is needed to estimate the settlement of ground structure. A series of lab and field cone penetration tests for clayey soil of Busan new-port and Noksan industrial area were conducted to evaluate the estimation method of constrained modulus. Since CPT generates large deformation of ground, it is difficult to correlate the cone resistance with the constrained modulus. Therefore, appropriate correlation between them is essential to estimate the constrained modulus based on CPT results. The test results show that the ratio of the constrained modulus to the cone resistance is inversely proportional with plasticity index. Based on this result, the estimation method of constrained modulus for Busan clay is suggested.

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