• Title/Summary/Keyword: Long-term property

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저열 포틀랜드 시멘트를 사용한 초고강도 콘크리트의 특성에 관한 연구 (An Experimental Study For Basic Property of Ultra High Strength Concrete using Belite Cement)

  • 민홍준;김지만;공민호;양동일;이한석;정상진
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.457-460
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    • 2006
  • Recently ultra high strength concrete is actively being developed and studied, and this trend is explained with the following effects. Technological effects expected from the application of ultra high strength concrete include the reduction of section, the decrease of structure mass and the improvement of workability. Belite cement has properities like low heat of hydration, excellent long term strength, and durablity without admixture. so, Belite cement is suitable for mass structure which is needed high strenghth, high fluidity and heat property. The objective of this study is to examine the suitability of mixture ratio through experiment of basic physical properties and provide materials for the field application of ultra high strength concrete.

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서중환경의 단열온도상승 특성을 고려한 고강도 콘크리트의 압축강도 특성 (Compressive Strength Properties of high strength concrete considering Adiabatic temperature rise of hot weather environment)

  • 이은경;함은영;구경모;이보경;미야우치 히로유키;김규용
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2013년도 추계 학술논문 발표대회
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    • pp.56-57
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    • 2013
  • In this study, in regard to concrete considering variety of admixture content rate, we evaluated property of adiabatic temperature rise. By setting up high temperature history, we evaluated effect to compression strength property of high strength concrete by early high temperature history. As a result, early high temperature history accelerated Hydration reaction of cement and contribute early strength development but it didn't accomplish performance objective in long-term aged.

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배전 계통의 손실 최소화를 위한 개미 군집 알고리즘의 적용 (Application of Ant colony Algorithm for Loss Minimization in Distribution Systems)

  • 전영재;김재철
    • 대한전기학회논문지:전력기술부문A
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    • 제50권4호
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    • pp.188-196
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    • 2001
  • This paper presents and efficient algorithm for the loss minimization by automatic sectionalizing switch operation in distribution systems. Ant colony algorithm is multi-agent system in which the behaviour of each single agent, called artificial ant, is inspired by the behaviour of real ants. Ant colony algorithm is suitable for combinatiorial optimization problem as network reconfiguration because it use the long term memory, called pheromone, and heuristic information with the property of the problem. The proposed methodology with some adoptions have been applied to improve the computation time and convergence property. Numerical examples demonstrate the validity and effectiveness of the proposed methodology using a KEPCO's distribution system.

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부동산세제의 부동산투자행동 및 성과에 대한 관련성 (The Effects of Real Estate Taxation System on the Real Estate Investment Behavior and Performance)

  • 윤윤석;심원미
    • 디지털융복합연구
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    • 제10권6호
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    • pp.181-187
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    • 2012
  • 본 연구에서는 부동산투자와 관련한 대표적 조세인 취득세, 종합부동산세, 양도소득세에 대한 투자자의 조세 부담정도가 부동산의 투자행동(장기투자 목적 정도)에 어떠한 영향을 미치는지에 대하여 분석하고, 이러한 부동산 투자행동은 부동산 투자에 대한 투자성과(실현수익률)에 얼마나 영향을 미치는가에 대하여 분석을 실시하였다. 본 연구는 부동산 투자에 있어서 투자자에게 조세의 부담정도에 따른 투자행동의 선택결과가 최종의 투자성과에 서로 다른 결과를 나타낸다는 점을 고려하여 본 연구모델을 투자의사결정시 기초적인 의사결정 도구로 활용할 수 있을 것으로 생각된다.

BLU 및 형광체 코딩용 알루미나 분산액의 제조 및 평가 (Fabrication of Alumina Suspension for Coating of BLU(Back Light Units) and Fluorescent Substances)

  • 유정환;정승화;홍경표;문종수;강종봉
    • 한국세라믹학회지
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    • 제46권1호
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    • pp.24-29
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    • 2009
  • The suspension of $Al_2O_3$ which has long-term stability was made by mechanical milling. Thin films were evaluated and made to use as coating materials. A particle size of the suspension manufactured was 98 nm when 2 mt% nitric acid was added. It indicated that viscosity of the suspension is 12 cps and that it had the long-term stability. Thickness which was from 200 nm to 600 nm of the thin films was able to be made by adjusting draw rate and organic additive. Cracks of thin films at room temperature were prevented by adding Ethyl cellulose from 0.5 wt% to 2 wt%. The thin film heated at $500^{\circ}C$ indicated a hydrophilic property against water and an excellent permeability against a visible ray.

원전 이종금속 용접부의 장기 열적 시효에 따른 미세조직 및 기계적 특성변화에 관한 고찰 (A study on the change of microstructural and mechanical properties by the long-term thermal aging of dissimilar metal welds in nuclear power plants)

  • 최경준;유승창;김지현
    • 한국압력기기공학회 논문집
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    • 제10권1호
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    • pp.82-89
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    • 2014
  • In this study, the metallurgical analysis and mechanical property measurement have been performed to investigate the effect of long-term thermal aging on the microstructural evolution in the fusion boundary region between weld metal and low alloy steel in dissimilar metal welds. A representative dissimilar weld mock-up made of Alloy 690-Alloy 152-A533 Gr. B was fabricated and aged at $450^{\circ}C$ for 2,750 hours. The microstructural characterization was conducted mainly near in a weld root region by using optical microscopy, scanning electron microscopy, transmission electron microscopy. And the mechanical properties were measured with Vickers microhardness test and nanoindentation method. A steep gradient was shown in the chemical composition profile across the interface between A533 Gr. B and Alloy 152. Type-II boundaries were found in weld side of DMW and the hardness was the highest at the narrow zone between Type-II boundary and fusion boundary.

지하구조물의 열화방지를 위한 수밀성 콘크리트의 개발 (Development of Low Permeable Concrete for the Control of Deterioration in Underground Structures)

  • 백상현;박성수;박종유;백원준;엄태선;최롱
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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    • pp.191-196
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    • 1999
  • In underground reinforced concrete structures, such as drainage structure, water and chloride ion penetrated into concrete through the cracks of concrete and its permeable property, cause the corrosion of reinforcing steel bar, which accelerates the expansive cracks and deterioration of concrete. It is necessary to control those deterioration of underground structure by improving its permeability and durability through the reasonable solutions in design, construction and materials. In the present study, fly ash concrete, which has good material properties in long-term period, is compared and studied with plain concrete using ordinary portland cement in terms of fundamental mechanical properties, permeability, drying shrinkage and durability. Also, the mix design and its properties of low permeable concrete using fly ash are reviewed. From this study, fly ash concrete can conctrol the penetration of water and chloride ion effectively by forming dense microstructure of concrete. Therefore, fly ash concrete may increase the long-term function, performance and serviceability of underground structures.

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도로자산관리를 위한 포장종합평가지수의 속성과 변화과정의 모델링 (Internal Property and Stochastic Deterioration Modeling of Total Pavement Condition Index for Transportation Asset Management)

  • 한대석;도명식;김부일
    • 한국도로학회논문집
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    • 제19권5호
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    • pp.1-11
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    • 2017
  • PURPOSES : This study is aimed at development of a stochastic pavement deterioration forecasting model using National Highway Pavement Condition Index (NHPCI) to support infrastructure asset management. Using this model, the deterioration process regarding life expectancy, deterioration speed change, and reliability were estimated. METHODS : Eight years of Long-Term Pavement Performance (LTPP) data fused with traffic loads (Equivalent Single Axle Loads; ESAL) and structural capacity (Structural Number of Pavement; SNP) were used for the deterioration modeling. As an ideal stochastic model for asset management, Bayesian Markov multi-state exponential hazard model was introduced. RESULTS:The interval of NHPCI was empirically distributed from 8 to 2, and the estimation functions of individual condition indices (crack, rutting, and IRI) in conjunction with the NHPCI index were suggested. The derived deterioration curve shows that life expectancies for the preventive maintenance level was 8.34 years. The general life expectancy was 12.77 years and located in the statistical interval of 11.10-15.58 years at a 95.5% reliability level. CONCLUSIONS : This study originates and contributes to suggesting a simple way to develop a pavement deterioration model using the total condition index that considers road user satisfaction. A definition for level of service system and the corresponding life expectancies are useful for building long-term maintenance plan, especially in Life Cycle Cost Analysis (LCCA) work.

사과원에서 유기질비료시용이 토양화학성 및 사과 수량에 미치는 영향 (Effect of Organic Fertilizer Application on the Chemical Properties of the Orchard Soils and Apple Yield)

  • 최정;이동훈;최충렬
    • 한국토양비료학회지
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    • 제33권6호
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    • pp.393-397
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    • 2000
  • 퇴비의 시용량에 따른 사과의 수량과 토양화학성에 미치는 영향을 조사한 결과는 다음과 같았다. 사과원에 퇴비시용량의 증가에 의해 토양중의 인산함량 및 치환성 양이온의 함량이 증가하였으나, 유기물은 거의 변화가 없었다. 퇴비의 시용량이 증가할수록 사과의 수량은 증가하였으나, 경도 및 당도의 차이는 없었다. 화학비료를 감비처리하고 퇴비의 시용량을 높인 결과 퇴비의 시용량이 증가함에 따라 토양 중 유기물 및 Ca의 함량은 증가하였다.

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장시간 시효처리가 316 스트인리스 강의 고온 기계적 성질에 미치는 영향 (The Effect of Long Term Thermal Aging on High Temperature Mechanical Properties in STS316)

  • 임지우;정찬서;임병수
    • 한국자동차공학회논문집
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    • 제10권2호
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    • pp.110-116
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    • 2002
  • At elevated temperature, very complex precipitations occur in STS316. To investigate the effect of the precipitation on mechanical properties in SIS316, tensile tests and fatigue crack growth tests were carried out at $650^{\circ}C$ using artificially degraded materials. The material degradation was simulated by aging for up to 20000 hrs. at $750^{\circ}C$, which is equal to 179000hrs (about 20yrs) of service life at $650^{\circ}C$, after conducting solution treatment for 20 min. at $11300^{\circ}C$. The result of the hardness test and the tensile test showed that both properties are closely related to the mean free distance of carbides. Also, from the results of fracture tests at $650^{\circ}C$, ${\triangle}K_{th}$, after values were found to decrease as aging time and microstructure, as the volume fraction of $\sigma$ phase increased.