• 전자공학회논문지B
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• 제30B권10호
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• pp.59-68
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• 1993

This paper describes implemation of 'General-purpose ETRI MAP interface module' (GEM) for Mini-MAP network. GEM operates as a Mini-MAP node in our FA system. To communicate between GEM and programmable devices(PD) such as PLC and CNC, serial communication is used. Application programs of a MiNi-MAP host system control and monitor programmable devices via GEM. GEM is implemented and tested on the basis of the MAP 3.0. TBC in the Nini-MAP board performs the function of the MAC sublayer. The LLC sublayer is implemented according to the specification of Class 3 that includes Type 1 and 3. And the MMS services are designed within the scope of implementation class MAP3. All the softwares are implemented under the real-time multitask OS for real-time application of the Mini-MAP and they are loaded into PROMs at the network board of GEM. We tested the LLC functions to make use of a protocol analyzer for the token-passing protocol. Also the MMS conformance test was carried out by exchanging primitives between GEM and a MMS product that had already passed the conformance test. Therefore GEM is proposed as a network tool of Computer Integrated Manufacturing (CIM) to integrate PDs which don't support MAP functions.

• International Journal of Concrete Structures and Materials
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• 제10권4호
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• pp.527-537
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• 2016

This study evaluated the mechanical characteristics and durability of porous concrete produced with a cementless binder based on ground granulated blast furnace slag (BFS), fly ash (FA) and flue gas desulfurization gypsum (CP). As a result, the void ratio was increased slightly from the target void ratio, by 1.12-1.42 %. Through evaluating the compressive strength, it was found that the compressive strength of porous concrete with cementless binder decreased in comparison to the compressive strength of porous concrete with ordinary Portland cement (OPC), but the difference was insignificant, at 0.6-1.4 MPa. Through the freeze-thawing test to evaluate the durability, it was found that the relative dynamic elastic modulus of porous concrete with cementless binder decreased to 60 % or less at 80 cycles. The result of the chemical resistance test showed that the mass reduction rate was 12.3 % at 5 % HCl solution, and 12.7 % at 12.3 and 5 % $H_2SO_4$ solutions.

• 한국경영과학회지
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• 제22권2호
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• pp.79-97
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• 1997

Many dispatching rules have been developed for the on-line control of product flow in a job shop. The introduction of a flexible manufacturing system (FMS) has added a new requirement to classical job shop control problem : the selection of machines by parts of different types. An FMS can keep a great deal of information on the status of the system, such as information on what is scheduled in the near future, with great accuracy. For example, the knowledge of the time when the next part will arrive at each machine can be neneficial for the routing. This paper tests the effects of the use of this knowledge for part routing on the parts flow time (sum of the time for waiting and service) under a simple routing procedure- a look-ahead routing procedure. A test under many operating conditions shows that the reduction of part flow time from the cases without using this information is between 1% and 11%, which justifies more study on this routing procedure at real production sites when machine capacity is a critical issue. The test results of this paper are also valid for other highly automated systems such as the semi-conductor fabrication plants for routing when the arrivals of parts in the near future are known.

• Journal of Welding and Joining
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• 제34권5호
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• pp.54-60
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• 2016

In order to quantitatively evaluate the solidification cracking susceptibility in laser welds of three types of austenitic stainless steels (type 310: A mode, type 316-A: AF mode, type 316-B: FA mode solidifications), the laser beam welding (LBW) transverse-Varestraint tests consisted of multi-mode fiber laser, welding robot and hydraulic pressure system were performed. As the welding speed increased from 1.67 to 40.0 mm/s, the solidification brittle temperature range (BTR) of laser welds for type 316 stainless steels enlarged (316-A: from 37 to 46 K, 316-B: from 14 to 40 K), while the BTR for type 310 stainless steel reduced from 146 to 120 K. In other words, it founds that solidification cracking susceptibility could not be simply mitigated through application of LBW process, and the BTR variation behavior is quite different upon solidification mode of austenitic stainless steels.

• 한국동물위생학회지
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• 제22권1호
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• pp.43-52
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• 1999

Presently, viral isolation in the diarrheal feces can be reached by many tools such as fluorescent antibody test(FA), negative contrast electron microscopy(NCEM), virus neutralization test, cell culture, and so on. The purpose of the study was to aimed at the establishment of simplified NCEM technique which can be efficiently applied for diarrheal feces and also the understanding on prevalence of viral-induced diarrhea in calves. One hundred fourty-seven korean indigenous calves with diarrhea were examined to their feces by the modified NCEM. Among them, 98(66.7%) were confirmed to have one or more viruses in feces. The viruses detected were identified as rotavirus(33.3%), coronavirus(16.3% ), togavirus(10.2%) and herpesvirus(0.7%). Ten cases of combined viral infection were consisted of 8 with rotavirus+coronavirus, one with rotavirus+togavlrus and one with rotavirus+herpesvirus. Dirrheal types could classified by yello-wish watery(44.9a ), blood-tinged(19.7% ), white watery(17.7% ) , brownish watery(14.3%), greenish watery(3.4%) diarrhea, respectively. Yellowish watery diarrhea(66cases) was frequently included rotavirus(31.8%), coronavirus(15.2%), and togavirus(13.6%), respectively. Consequently, these results suggest that the modified NCEM is reliable and efficient diagnostic tool for detection of viruses in the diarrheal feces and many calves rearing in Chonnam province have been exposed to some enteric viral agents mainly including rotavirus and coronavirus.

• 한국농공학회논문집
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• 제55권3호
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• pp.129-140
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• 2013

Bottom Ash is industrial by-product from a thermoelectric power plant. An immense quantities of bottom ash have increased each year, but most of them is reclaimed in ash landfill. In this study, in order to raise recycling rate of Bottom Ash, it is suggested to cure Bottom Ash (BA) mixtures mixed with cement, lime, Fly Ash (FA), and oyster shell (OS). Mixtures of 5~20 % mixing ratio had been cured for 1, 3, 7, 14, and 28 days using sealed curing and air-dry curing method. Unconfined compressive strength test was conducted to determine strength and deformation modulus ($E_{50}$) change for mixtures as mixing ratio and curing day, water contents of mixtures were measured after test. As a result, strength and $E_{50}$ were increased as mixing ratio and curing days, but values and tendencies of them appeared in different as kind of mixture, mixing ratio, curing method, and curing days. The results showed the addition of cement, lime, Fly Ash, and oyster soil in Bottom Ash could improved strength and $E_{50}$ and enlarge its field of being used.

• Advances in concrete construction
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• 제5권6호
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• pp.671-683
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• 2017

Commonly used concrete in general, consists of cement, fine aggregate, coarse aggregate and water. Natural river sand is the most commonly used material as fine aggregate in concrete. One of the important requirements of concrete is that it should be durable under certain conditions of exposure. The durability of concrete is defined as its ability to resist weathering action, chemical attack or any other process of deterioration. Durable concrete will retain its original form, quality and serviceability when exposed to its environment. Deterioration can occur in various forms such as alkali aggregate expansion, freeze-thaw expansion, salt scaling by de-icing salts, shrinkage, attack on the reinforcement due to carbonation, sulphate attack on exposure to ground water, sea water attack and corrosion caused by salts. Addition of admixtures may control these effects. In this paper, an attempt has been made to replace part of fine aggregate by tailing material and part of cement by fly ash to improve the durability of concrete. The various durability tests performed were chemical attack tests such as sulphate attack, chloride attack and acid attack test and water absorption test. The concrete blend with 35% Tailing Material (TM) in place of river sand and 20% Fly Ash (FA) in place of OPC, has exhibited higher durability characteristics.

• 대한건축학회논문집:구조계
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• 제35권11호
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• pp.147-154
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• 2019

The purpose of this study is to evaluate the effect of admixtures as blast-furnace slag(BF) and fly ash(FA) on tensile and adhesive properties of polymer cement mortar(PCM) with EVA emulsion. The test specimens are prepared with five polymer-cement ratio(P/C) and five admixture contents, and tested for tensile strength and adhesion in tension. From the test results, the tensile strength and adhesion in tension could be improved by an appropriate combination of P/C and admixture contents. In particular, the maximum of tensile strength of PCM with P/C 10% and BF content of 10% is 4.70MPa which is about 1.55 times higher than that of plain mortar, and about 1.22 times that of PCM that does not contain any mixture. The ratio of adhesion in tension to tensile strength of PCM with admixtures averaged 55.8%. It is also apparent that admixture contents of 5% or 10% could be proposed for improvement of tensile strength and adhesion in tension of PCM.

• 한국산림과학회지
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• 제106권3호
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• pp.320-329
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• 2017

본 연구는 항공 LiDAR DEM을 생산하는 FUSION 소프트웨어의 GroundFilter 모듈의 필터링 알고리즘(FA)과 GridSurfaceCreate 모듈의 보간 알고리즘(IA) 패러미터 수준 변화의 DEM 정확도에 대한 영향여부를 평가하고, 가장 정확한 해발고도 정보를 제공하는 LiDAR DEM을 생산하기 위한 패러미터 수준을 제시하고자 하였다. FA의 median 패러미터($F_{md}$), mean 패러미터($F_{mn}$) 및 IA의 median 패러미터($I_{md}$), mean 패러미터($I_{mn}$)에 대해 5개 수준(1, 3, 5, 7 및 9)을 적용한 조합의 변화에 따라 DEM의 정확도에 대한 영향 여부를 평가하기 위해 DEM 결과물의 해발고도와 실측한 현장 해발고도 간의 잔차를 종속변수로 선정하였다. 이후 패러미터의 수준 변화가 잔차 변화에 대한 영향 여부를 검정하는 다원분산분석을 실시하고, 다원분산분석 결과에서 유의미한 영향이 있는 변수의 패러미터 수준들을 잔차에 대한 영향이 차이가 나는 집단으로 그룹화하기 위해 사후검정인 Tukey HSD를 수행하였다. 다원분산분석 결과, 개별 $F_{md}$, $F_{mn}$, $I_{mn}$에서의 수준 변화와 잔차 변화 사이에 유의미한 관계가 있었으며, $I_{mn}$은 유의미한 영향이 없었다. 아울러 $F_{md}$와 $F_{mn}$의 패러미터 조합의 상호작용효과가 잔차 변화에 유의미한 영향을 미치는 것으로 나타났다. 이에 따라 $F_{md}$와 $F_{mn}$의 수준 및 $F_{md}{\ast}F_{mn}$ 상호작용 수준 그리고 $I_{mn}$의 수준이 DEM 정확도에 영향을 주는 요인으로 판단된다. $F_{md}{\ast}F_{mn}$의 조합에 대한 사후검정 결과, 잔차들의 평균 차이에 따라 네 개의 집단으로 나뉘었으며, 그중 '$9{\ast}3$' 조합이 가장 정확도가 높았으며, '$1{\ast}1$' 조합이 가장 낮은 정확도를 나타내었다. $I_{mn}$의 사후검정 결과, 세 개의 집단으로 나뉘었으며, 그중 수준 '3'과 '1'이 가장 낮은 잔차 평균값을 나타내었다. 따라서 가장 정확한 해발고도 정보를 제공하는 항공 LiDAR DEM의 생성을 위하여 $F_{md}{\ast}F_{mn}$의 조합이 수준 '$9{\ast}3$', $I_{mn}$은 수준 '3' 혹은 '1'인 조건을 우선적으로 고려해야할 것으로 판단된다. 본 연구는 LiDAR 자료 기반의 산림속성정보를 추출하는 연구들의 정확도 향상에 기여할 수 있을 것으로 사료된다.

• 콘크리트학회논문집
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• 제17권5호
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• pp.679-686
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• 2005

해양에 건설되는 철근콘크리트 구조물은 외부의 염화물 확산에 의한 철근부식이 구조물의 내구성과 관련하여 가장 큰 성능저하 요인이 된다. 이에 본 연구에서는 각종 혼화재를 사용한 콘크리트의 장기염수침지시험에 의해 혼화재 종류, 치환율 및 양생기간이 콘크리트의 염화물 확산에 미치는 영향에 대한 실험적 연구를 수행하였다. 연구 결과, 무기질 혼화재를 사용한 콘크리트의 염화물 침투깊이와 염화물 확산계수는 혼화재 치환율이 증가할수록 감소되어, 무기질 혼화재는 염화물 침투저항성 개선에 효과적인 것으로 나타났으며, 염화물 확산계수 저감에는 W/B의 저감보다는 사용 혼화재의 종류 및 치환율의 선정이 더 중요한 것으로 나타났다. 염화물 구속능은 MK>Plain>SF>BS>FA의 순으로, Meta-Kaolin이 가장 우수한 것으로 나타났다. 모든 배합에서 염화물 확산은 양생기간의 영향을 받는 것으로 나타났으나, 장기재령으로 갈수록 그 영향은 감소하였다. 따라서, 염해 측면에서 양생재령 7알 이후의 거푸집 탈형 시기는 크게 고려하지 않아도 좋을 것으로 판단된다.