• 한국정보과학회논문지:컴퓨팅의 실제 및 레터
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• 제15권12호
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• pp.891-898
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• 2009

본 논문은 서로 다른 벤더의 응용 프로그램과 생체 신호 측정 장치가 동적으로 데이터 전달을 할 수 있는 생산자(Producer)/소비자(Consumer) 패턴 기반의 데이터 결합기 구조를 제안한 것으로 휴대용 정보 단말에서 컴포넌트 기반의 프로그래밍이 가능하고 서비스 지향적인 동작 메커니즘을 제공하는 OSGi 플랫폼의 번들로서 구현된다. 데이터 결합기는 정적으로 데이터 생산자와 소비자를 연결하는 OSGi WireAdmin 서비스의 단점을 보완한 것으로, 데이터를 사용하는 주체인 응용 프로그램의 요구 사항을 응용 프로그램 설명자(Application Descriptor)로 형식화하고 데이터를 생산하는 주체인 생체 신호 측정 장치의 기능을 장치 설명자(Device Descriptor)로 형식화하여 런타임에 데이터 생산자-소비자 쌍을 만들어 동적으로 데이터가 연결되는 기능을 제공한다. 따라서 센서 기반 응용을 개발할 때 데이터 생산자와 데이터 소비자를 사이에서 빈번하게 일어나는 연결 관리를 동적으로 해주는 기능 구현에 활용 가능하다. 본 논문의 목적은 생체 신호 측정 장치와 같은 데이터 생산자와 헬스케어 응용 프로그램과 같은 데이터 소비자를 분리시켜 헬스케어 서비스 개발의 편이성을 제공하기 위한 것이다.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2009년도 춘계학술대회 논문집
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• pp.180-184
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• 2009

A novel set of experimental test tooling for measuring pulling and holding forces for drawbeads on binders inclined at a wide range of angles is introduced. A mechanical design featuring a single load cell, a male-female draw bead set, translation and rotation degrees of freedom, and a screw-driven clamping system has been incorporated into a standard tensile test machine. On a real time basis, restraining and holding force data with respect to draw-in displacement may be directly downloaded into a PC for data processing. The proposed experimental system represents a significant breakthrough in drawbead simulation technology due to its relatively low cost, clever design, and versatility. The system is shown to yield excellent experimental data suitable for verifying theory and numerical model predictions.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2009년도 추계 학술논문 발표대회
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• pp.127-131
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• 2009

The purpose of this study is to provide fundamental data on chloride diffusion from lightweight aggregate concrete by utilizing crushed stone-powder. Accordingly, the study performed experiments using concrete aggregates of Crushed Aggregate (CG), Single-sized Lightweight Aggregate (SLG), Continuous Graded Lightweight Aggregate (CLG), and using water-binder ratio of 0.4, 0.5, 0.6, and using binder of FA and BFS. The chloride diffusion coefficient is calculated after experiment based on NT BUILD 492. Diffusion coefficient of SLG and CLG were little bit higher than CG Concrete, but the difference is meaningless. Also, chloride diffusion coefficient indicates that it is highly affected by water-binder ratio, and it decreases with the decrease in water-binder ratio. The admixture substitution indicates decrease only with water-binder ratio of 0.4 for FA15% case, but admixture substitution indicates decrease with all levels of ratio for FA10 + BFS20% which means more appropriate. According to the analysis result of chloride diffusion from lightweight aggregate concrete, crushed stone-powder utilized lightweight aggregate concrete indicates higher chloride diffusion coefficient than CG concrete, which is not a significant difference, and can improve resistance through water-binder ratio and admixture substitution.

• 한국주조공학회지
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• 제15권2호
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• pp.138-145
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• 1995

The mechanical properties of $Al/Al_2O_3$ composites have been investigated in relation with manufacturing factors such as applied pressure of casting and binder amount of preform. It was found that tensile strength increases with an increase of applied pressure, but decreases with binder amount. Increase of tensile strength is attributable to refinement of microstructure, improvement of intefacial bonding between $Al_2O_3$ short fiber and matrix, decrease of porosity in the matrix. Due to the high thermal stability of alumina short fiber, tensile strength of composites at $150^{\circ}C$ was superior to matrix alloy at room temperature. To evaluate the strength of composites, modified Kelly-Tyson's equation was introduced. Manufacturing factor M was obtained calculating from experimental data. M values were increased with applied pressure, but decreased with binder amount. The initiation of microcrack appeared to be at interface and reinforcement colony. Amount of micro-dimple was increased with applied pressure, and interfacial debonding phenomenon was remarkable with an increase of binder amount.

• International Journal of Concrete Structures and Materials
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• 제7권3호
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• pp.193-202
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• 2013

Geopolymer mortar compressed blocks were prepared using fly ash, ground granulated blast furnace slag, silica fume and metakaolin as binders and sand/quarry dust/pond ash as fine aggregate. Alkaline solution was used to activate the source materials for synthesizing the geopolymer mortar. Fresh mortar was used to obtain the compressed blocks. The strength development with reference to different parameters was studied. The different parameters considered were fineness of fly ash, binder components, type of fine aggregate, molarity of alkaline solution, age of specimen, fluid-to-binder ratio, binder-to-aggregate ratio, degree of saturation, etc. The compressed blocks were tested for compression at different ages. It was observed that some of the blocks attained considerable strength within 24 h under ambient conditions. The cardinal aim was to analyze the experimental data generated to formulate a phenomenological model to arrive at the combinations of the ingredients to produce geopolymer blocks to meet the strength development desired at the specified age. The strength data was analyzed within the framework of generalized Abrams' law. It was interesting to note that the law was applicable to the analysis of strength development of partially saturated compressed blocks when the degree of saturation was maintained constant. The validity of phenomenological model was examined with an independent set of experimental data. The blocks can replace the traditional masonry blocks with many advantages.

• Computers and Concrete
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• 제5권1호
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• pp.1-20
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• 2008

In this study, the effects and the interactions of water content, SP-binder ratio, and water-binder ratio on the workability performance of concrete were investigated. The experiments were designed based on flatted simplex-centroid experiment design modified from standard simplex-centroid one. The data gotten from the design was used to build the concrete slump model using neural networks. Research reported in this paper shows that a small number of slump experiments can be performed and meaningful data obtained with the experiment design. Such data would be suitable for building slump model using neural networks. The trained network can be satisfactorily used for exploring the effects of the components and their interactions on the workability of concrete. It has found that a high water content and a high SP/b ratio is essential for high workability, but achieving this by increasing these parameters will not in itself guarantee high workability. The w/b played a very important role in producing workability and had rather profound effects; however, the medium value about 0.4 is the best w/b to reach high slump without too much effort on trying to find the appropriate water content and SP/b.

• 콘크리트학회논문집
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• 제22권2호
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• pp.255-262
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• 2010

이 연구에서는 폐석분 활용 경량골재 콘크리트의 염화물 확산에 대한 기초자료를 제공하고자 하였다. 이에 콘크리트의 골재를 부순골재(CG), 폐석분을 활용한 단일 입도의 비조립형 경량골재(SLG), 연속 입도의 비조립형 경량 골재(CLG), 물결합재비 0.4, 0.5, 0.6, 결합재 FA, BFS로 실험을 실시하였다. 염화물 확산 계수는 NT BUILD 492준하여 시험 후 산출하였으며 SLG와 CLG콘크리트의 확산계수는 CG콘크리트보다 다소 크게 나타났으나 큰 차이는 없었다. 또한 염화물 확산계수는 물결합재비에 의한 영향이 크며 물결합재비가 낮을수록 감소하는 것으로 나타났고 혼화재 치환은 FA15%의 경우 물결합재비 0.4에서만 감소를 나타내는데 비해 FA10 + BFS20% 모든 수준에서 감소하는 것으로 나타나 더 적합한 것으로 사료된다. 경량골재 콘크리트의 염화물 확산을 분석한 결과, 폐석분 활용 경량골재 콘크리트가 CG콘크리트에 비하여 염화물 확산 계수가 크지만 큰 차이는 없으며 물결합재비 및 혼화재 치환으로 저항성을 향상 시킬 수 있다. 또한 경량골재에 대해 강도에 따른 염화물 확산 계수를 추정 할 수 있다.

• 한국건설순환자원학회논문집
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• 제3권1호
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• pp.64-71
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• 2015

초고강도 콘크리트의 혼화재로는 일반적으로 실리카퓸(SF)을 사용한다. 실리카퓸은 강도, 내구성 측면에서 유리하나 제조원가를 상승시키는 원인이 된다. 따라서 본 연구에서는 80MPa급 초고강도 콘크리트의 제조원가를 낮추기 위하여 실리카퓸 대신에 고로슬래그(BS)와 플라이애시(FA)에 대해 검토하였다. 실험은 모르타르 배합으로 결합재 조합, 물-결합재비 및 단위결합재량에 대해 검토하였고, 그 결과를 토대로 콘크리트 배합설계를 통하여 물성에 대하여 검증하였다. 그 결과 압축강도 80MPa를 달성하기 위한 결합재는 OPC 60% BS 30%, FA10%로 구성하고, 물-결합재비는 21%, 단위 결합재량은 $720kg/m^3$이 적절한 것으로 분석되었다. 상기 도출된 결합재 조합, W/B 및 단위 결합재량을 반영한 콘크리트 배합에서 슬럼프 플로우는 715mm, 28일 압축강도는 97MPa로 양호하게 나타났다. 본 연구에서 도출한 결합재 조합을 사용하는 경우 실리카퓸을 사용한 결합재에 비하여 동등한 성능을 발휘하면서 약 50%의 결합재 비용을 절감할 수 있는 것으로 분석되었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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• pp.295-296
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• 2010

본 연구에서는 칼라노출콘크리트 중 백색콘크리트를 대상으로 하여 향후 현장 적용시 안정적인 품질관리를 위한 기초자료를 확보하기 위해 결합재 조성에 따른 콘크리트의 기초물성을 검토하였다.

• 대한건축학회연합논문집
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• 제20권6호
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• pp.17-23
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• 2018

The purpose of this study is to suggest 100MPa class ultra high strength concrete mix design model applying neural network theory, in order to minimize an effort wasted by trials and errors method until now. Mix design model was applied to each of the 70 data using binary binder, ternary binder and quaternary binder. Then being repeatedly applied to back-propagation algorithm in neural network model, optimized connection weight was gained. The completed mix design model was proved, by analyzing and comparing to value predicted from mix design model and value measured from actual compressive strength test. According to the results of this study, more accurate value could be gained through the mix design model, if error rate decreases with the test condition and environment. Also if content of water and binder, slump flow, and air content of concrete apply to mix design model, more accurate and resonable mix design could be gained.