• 제목/요약/키워드: Durability test cycle

검색결과 96건 처리시간 0.023초

산업용 단선 궤도 차량의 주행 동특성에 관한 연구 (A Study on Dynamic Characteristic Analysis for the Industrial Monorail Vehicle)

  • 이수호;정일호;이형;박중경;박태원
    • 대한기계학회논문집A
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    • 제29권7호
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    • pp.1005-1012
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    • 2005
  • An OHT(Over Head Transportation) vehicle is an example of the industrial monorail vehicle, and it is used in the automobile, semiconductor, LCD manufacturing industries. OHT vehicle is moved by main wheels and guide rollers. The major function of the main wheel is to support and drive the OHT vehicle. The roles of the guide roller is the inhibition of derailment and steering of the OHT vehicle. Since the required vehicle velocity becomes faster and the required load capacity is increased, the durability characteristics of the wheel and roller, which was made of urethane, need to be increased. So it is necessary to estimate the fatigue life cycle of the wheel and roller. In this study, OHT dynamic model was developed by using the multi body dynamic analysis program ADAMS. Wheel and roller are modeled by the 3-D surface contact module. Especially, motor cycle tire mechanics is used in the wheel contact model. The OHT dynamic model can analyze the dynamic characteristic of the OHT vehicle with various driving conditions. And the result was verified by a vehicle traveling test. As a result of this study, the developed model is expected to predict wheel dynamic load time history and makes a contribution to design of a new monorail vehicle.

상아질접착제와 열순환에 따른 유동성 레진의 전단결합강도 비교 연구 (A COMPARATIVE STUDY OF SHEAR BOND STRENGTH OF FLOWABLE RESIN ASSOCIATED WITH DENTIN ADHESIVE SYSTEMS WITH THERMOCYCLING EFFECT)

  • 남기영
    • 대한치과보철학회지
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    • 제44권4호
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    • pp.383-393
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    • 2006
  • Statement of problem : Limited research on flowable resin has been undertaken on its application directly on dentin associated with the adhesive systems. Purpose : This study was to evaluate the shear bond strengh and fracture aspect of flowable resin on human dentin with various types of dentin bonding adhesives with thermo cycling effect. Materials and methods: Filtek-Flow(3M ESPE, USA) was used as flowable resin and Eighty human molars were randomly divided into 4 groups : three dentin bonding adhesives (Scotchbond-Multipurpose : 3-step contentional system, One-Step : One-bottle system. Prompt L-Pop : All-in-one, self-etching primer) and 32% etching treatment without bonding adhesive as a control group. For evaluating their durability of bonding, each group was subdivided : storaging in the water at 37$^{\circ}C$(24 hours) and thermocycling (0$^{\circ}C$-55$^{\circ}C$, 30 seconds intervals, 1000 cycle). Shear bond strength tests were performed and resin-dentin interface and fracture mode were observed. Results were analysed by one-way ANOVA and Scheffe's multiple range test. Results and Conclusion : 1. At 0 cycle, the mean shear bond strength of One-Step exhibited the highest value of all groups(p<0.05), and there were no significant differences between Prompt L-Pop and Scotchbond-Multipurpose, Scotchbond-Multipurpose and control(p>0.05). After 1000 thermocycling, One-Step exhibited higher value than other groups(p<0.05), and there were no significant differences among other groups (p>0.05). 2. The shear bond strength of each group was significantly decreased after thermocycling except Scotchbond-Multipurpose (p>0.05). 3. The most common failure mode was adhesive type and mixed type, next in order.

LCC분석을 통한 도시철도 전동차의 경제적 사용내구년한 추정(서울메트로 사례를 중심으로) (Estimation of the Life-span for Urban Rolling Stock through LCC Analysis (Focused on Seoul Metro))

  • 정수영;이원영
    • 한국철도학회논문집
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    • 제15권5호
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    • pp.508-516
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    • 2012
  • 전동차의 사용내구년한은 도시철도법에 의해 25년으로 되어있다. 그 사용제한에 의해 전동차 성능이 양호해도 사용연장을 위해서는 정밀안전진단을 받아야 한다. 사용내구연한의 연장은 내구년한 만료일의 다음 날부터 15년의 범위에서 정밀진단자가 인정하는 기간까지로 규정되어있다. 서울메트로 전동차의 일부가 25년간의 법정 사용내구년한을 채우고 1996년과 2008년에 신형전동차로 교체되었다. 교체된VVVF제어 신형전동차는 구형전동차에 비해서 안전성 유지보수성 내구성이 향상되어 그 성능에 알맞은 내구년한 설정이 필요하다. 본 논문에서는 LCC분석을 통하여 적정한 전동차의 경제적내구년한을 산출하였다. 25년부터 유지보수비용가중치 10%를 고려할 때에는 41년, 고려하지 않을 때에는 46년의 결과가 얻어졌다.

Whole-life wind-induced deflection of insulating glass units

  • Zhiyuan Wang;Junjin Liu;Jianhui Li;Suwen Chen
    • Wind and Structures
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    • 제37권4호
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    • pp.289-302
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    • 2023
  • Insulating glass units (IGUs) have been widely used in buildings in recent years due to their superior thermal insulation performance. However, because of the panel reciprocating motion and fatigue deterioration of sealants under long-term wind loads, many IGUs have the problem of early failure of watertight properties in real usage. This study aimed to propose a statistical method for wind-induced deflection of IGU panels during the whole life service period, for further precise analysis of the accumulated fatigue damage at the sealed part of the edge bond. By the estimation of the wind occurrence regularity based on wind pressure return period, the events of each wind speed interval during the whole life were obtained for the IGUs at 50m height in Beijing, which are in good agreement with the measured data. Also, the wind-induced deflection analysis method of IGUs based on the formula of airspace coefficient was proposed and verified as an improvement of the original stiffness distribution method with the average relative error compared to the test being about 3% or less. Combining the two methods above, the deformation of the outer and inner panes under wind loads during 30 years was precisely calculated, and the deflection and stress state at selected locations were obtained finally. The results show that the compression displacement at the secondary sealant under the maximum wind pressure is close to 0.3mm (strain 2.5%), and the IGUs are in tens of thousands of times the low amplitude tensile-compression cycle and several times to dozens of times the relatively high amplitude tensile-compression cycle environment. The approach proposed in this paper provides a basis for subsequent studies on the durability of IGUs and the wind-resistant behaviors of curtain wall structures.

B2S궤도시스템의 초기 시설 투입비용 분석 (Initial Investment Cost Analysis of Facilities of B2S Track System)

  • 김효산;민준호;유재광;이달재
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 춘계학술대회 논문집
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    • pp.733-739
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    • 2011
  • B2S(Ballasted track To Slab track) that is track system has been first developed in 2004 with foundation of rich experience and know-how of subway track upkeep and mending of facilities in 36 years to improve an existence pebble track at a concrete track. 'B2S' is admitted technology through patent registration in the domestic and Europe and it's made by a factory and put together at field, so it's able to construct precisely and to reduce a construction period. In addition, safety, the ecological balance and durability are excellent, and walking, cleaning, etc. has the advantage of easy maintenance. 'B2S' is currently laying 27.7km at Seoulmetro as of end of 2010 standard, but it'll be expected to be applied to a domestic Metro more from now on. It is possible to classify the total cost resolution structure of B2S system by R&D cost, test production and experiment cost, the initial facility cost, maintenance cost, disposal cost. In this research, it seems useful for selection evaluation which considered the life cycle cost or economics of the concrete track structure by analyzing an initial cost of facilities.

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콘크리트 밀실화에 의한 염해대책 및 방청효과에 관한 실험적 연구 (제2보, 철근의 부식 현황을 중심으로) (An Experimental Study on the Effect of Corrosion Protection by Tighting Concrete Used Fly-ash and Silica Fume (Part2, In the case of Steel Bar s Corrosion))

  • 이상수;김진만;남상일;김문한;김무한
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1994년도 봄 학술발표회 논문집
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    • pp.148-151
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    • 1994
  • Up to now, sea sand without complete removal of salt is being used in the construction works because there is little satisfactory counterplan for the substitute aggregate. In the case that such sea sand is used in the reinforced concrete, the residual salt gives rise to deterioration phenmenon and iron corrosion, reducing durability of the ferro-concrete structures. The paper, an experimental study on the effect of corrosion protection by tighting concrete used SF and FA, is to investigate general steel bar's corrosion and to develop concrete using sea sand economically after it is analyzed and examinated ratio of the corrosion area affected by the autoclave cycle. As a test results, as for corrosion area ratio, it is very effective to use admixrutes such as SF and FA which decrease corrosion area remarkably with increasing the amounts of admixtures. Accordingly the use of admixtures is advantageous for tightening concrete and has an effect of salt damage prevention and rust protection in concrete used sea sand.

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Physicochemical Property of Borosilicate Glass for Rare Earth Waste From the PyroGreen Process

  • Young Hwan Hwang;Mi-Hyun Lee;Cheon-Woo Kim
    • 방사성폐기물학회지
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    • 제21권2호
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    • pp.271-281
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    • 2023
  • A study was conducted on the vitrification of the rare earth oxide waste generated from the PyroGreen process. The target rare earth waste consisted of eight elements: Nd, Ce, La, Pr, Sm, Y, Gd, and Eu. The waste loading of the rare earth waste in the developed borosilicate glass system was 20wt%. The fabricated glass, processed at 1,200℃, exhibited uniform and homogeneous surface without any crystallization and precipitation. The viscosity and electrical conductivity of the melted glass at 1,200℃ were 7.2 poise and 1.1 S·cm-1, respectively, that were suitable for the operation of the vitrification facility. The calculated leaching index of Cs, Co, and Sr were 10.4, 10.6, and 9.8, respectively. The evaluated Product Consistency Test (PCT) normalized release of the glass indicated that the glass satisfied the requirements for the disposal acceptance criteria. Furthermore, the pristine, 90 days water immersed, 30 thermal cycled, and 10 MGy gamma ray irradiated glasses exhibited good compressive strength. The results indicated that the fabricated glass containing rare earth waste from the PyroGreen process was acceptable for the disposal in the repository, in terms of chemical durability and mechanical strength.

減水劑가 콘크리트에 미치는 影響 (Effects of the Water Reducing Agent on the Concrete)

  • 김종천;도덕현
    • 한국농공학회지
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    • 제24권2호
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    • pp.67-75
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    • 1982
  • A study on the effect of water reducing agent on the various characteristics of concrete has been conducted. The experimental results of the study are summarized as follows. 1. Slump test for the concrete added water reducing setretarding agent in proper quantity have been conducted. According to the test results, the decreasing rate of slump value become bigger than plain concrete with increase of the unit weight of cement and elapse of time 2. In case the proper quantity content of maximum compressive strength in Fig. 5 of water reducing set retarding agent is added, unit weight of water is decreased about 15% or so as compared with plain concrete. with the increase of water reducing set accelerating agent content unit weight of water is decreased much more, And other hand, amount of air entraining shows the increasing tendency with the increase of water reducing agent content. 3. The adding rate of water reducing agent which produce maximum strength shows that WR-CH and WR-SA which is water reducing set-starding agent is 0.2% and WR-CO is 0.5% and that WS-PO which is water reducing set accelerating agent is 0.5 4. compressive strength jof the concrete made of sulfate resistant cement shows less than the strength of normal portland cement at initial strength but the strength of both cement shows almost same at curing age of 28 days. 5. when proper quantity of water reducing set retarding agent is used, boned strength is increased about 15% at curing age of 28days. 6. According to the result of durability test, dynamic young's mudulus of elasticity at plain concrete is decreased about 50% as compared with initial step at 300 cycle of freezing and thawing after curing age of days. on the contarary the concrete used water reducing agent is decreased less than 7%.

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건습반복 부식촉진시험 및 장기폭로시험의 상관성에 대한 연구 (A Study on Correlation Between Cyclic Drying-Wetting Accelerated Corrosion Test and Long-term Exposure Test)

  • 박상순
    • 한국구조물진단유지관리공학회 논문집
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    • 제20권4호
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    • pp.136-143
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    • 2016
  • 염해에 의한 철근콘크리트 구조물의 내구수명을 평가하는 방법에는 여러 가지가 있지만, 가장 확실한 방법은 염해환경에 노출된 시편에 대한 철근 부식시험을 시행하는 것이다. 그러나 이러한 방법은 장기간이 소요된다는 단점이 있으며 이를 보완한 촉진부식시험 결과는 장기시험과의 상관성이 규명되지 않아 적용에 한계가 따른다. 따라서 본 연구에서는 부식촉진시험과 장기폭로시험간의 상관성을 분석하는 것을 연구의 목표로 한다. 부식속도가 가장 빠른 간만대 환경을 모사한 최적 건습반복시험방법을 찾고 해양환경폭로시험장의 간만대에 장기간 노출된 시편의 철근부식모니터링 시험결과와의 비교를 통해 촉진부식시험과 장기폭로시험간의 상관계수를 도출하였다. 또한 재료의 배합별 특성을 파악하기 위해 물,결합재비 60%를 기준으로 플라이애시를 20% 치환한 배합과 고로슬래그 미분말을 30% 치환한 배합을 비교하였으며, 물-결합재비가 35%인 고강도 배합에 대해서도 시험을 실시하였다. 반전지전위법에 의한 부식 모니터링 결과 일정기간의 건조와 습윤의 반복 조건보다는 염수를 시편 상부에 침지시켜 염수 및 산소의 공급이 계속되는 염수 ponding 시험법이 24~36% 정도 부식을 촉진시키는 것으로 나타났다. 각 배합별로는 모든 시험법에서 OPC60, FA, BS, OPC35 순으로 부식이 발생하였다. 간만대의 장기폭로시험과의 상관성 분석 결과 건습반복 부식촉진시험의 경우 4.23~5.52의 상관계수를 가지고 있었으며, 염수 ponding 시험법의 경우 6.54~7.82의 상관계수를 나타내었다.

유리섬유 및 알루미늄 금속 혼합물 유리조성 개발 (Development on Glass Formulation for Aluminum Metal and Glass Fiber)

  • 조현제;김천우
    • 방사성폐기물학회지
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    • 제10권4호
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    • pp.247-254
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    • 2012
  • 원전에서 발생되는 방사성폐기물에 대한 고화처리 방법 중 하나인 유리화기술이 일부 가연성폐기물에 대해 적용되고 있다. 국내외적으로 중저준위 방사성폐기물의 효과적인 감용과 안정적인 처분을 위해 다양한 폐기물에 대한 유리화기술 적용방안이 확대 연구되고 있으며, 최근에는 가연성폐기물 뿐만 아니라 알루미늄 금속과 같은 비가연성폐기물에도 유리화 연구가 활발하게 진행되고 있다. 공기조화계통 (HVAC)에는 주로 필터가 이용되고 있으며, 사용 후 필터는 여과재 (유리섬유 및 알루미늄)를 이용하여 배기체를 흡착하기 때문에 방사성폐기물로 처리가 되어야 한다. 본 연구는 필터에 대한 처리기술 연구를 위해 유도가열식 저온용융로 (Cold Crucible Induction Melter: CCIM)를 이용한 유리화 타당성 연구를 수행하였다. 사용후 필터에 대한 유리화 (Vitrification)는 먼저 유리섬유 및 알루미늄 함량을 고려한 최적의 유리조성을 개발 하였으며, 개발된 유리 조성을 이용하여 최적의 폐기물 저감을 위한 용융변수와 최종 생성된 유리고화체의 특성을 분석하였다. 사용후 필터 유리화용 조성유리는 주로 $SiO_2$$B_2O_3$로 구성되어 있다. 전기로를 이용한 용융물 특성시험에서는 폐기물 투입률 및 최종 생성물인 유리고화체의 특성이 검토되었다. 본 연구에서는 알루미늄 금속과 유리섬유로 구성된 필터에 대한 유리조성 개발과 이를 통해 생성된 유리고화체의 물리화학적 특성을 검토하고 유리화 타당성을 확인하였다.