• 정보처리학회논문지D
• /
• 제15D권6호
• /
• pp.785-792
• /
• 2008

임베디드 소프트웨어의 테스팅에 대한 다양한 기술 발전에도 불구하고 로봇, 위성 등의 응용 시스템에서는 여전히 빈번한 결함이 발생하고 있다. 이러한 결함의 근본적인 원인은 호스트 상의 테스트 과정에서 발견되지 못한 결함이 타겟 시스템으로 탑재되는 소프트웨어와 함께 내장되기 때문이다. 따라서 이러한 결함으로 인하여 발생할 수 있는 문제를 예방하기 위해서는 타겟 시스템이 동작하는 실 운영 환경에서 소프트웨어의 동작을 테스트하는 접근 방법이 필요하다. 본 연구에서는 Aspect 컴포넌트를 통해 임베디드 소프트웨어의 실행 시점에 기능 및 성능 요소들을 테스트하는 On-The-Fly 테스팅 방법을 제안하였다. 제안한 방법은 호스트상의 테스팅에서 예측하지 못했던 입력 조건에 대한 실제적인 테스트가 가능하며 시스템의 실 운영 과정에서 발생할 수 있는 오동작을 예방하는 기능과 테스트 코드에 대한 높은 재사용성을 제공하는 장점이 있다.

• 콘크리트학회논문집
• /
• 제16권1호
• /
• pp.130-138
• /
• 2004

The primary factors that affecting concrete sulfate resistance are the chemistry of the Portland cement and the chemistryandreplacementlevelofmineraladmixtures. In order to investigate the effect of those on the sulfate attack the testing program involved the testing of several different mortar mixes using the standardized test, ASTM C 1012. four different cements were evaluated including one Type I cement, two Type I-II cements, and one Type V cement. Mortar mixes were also made with mineral admixtures as each cement was combined with three different types of mineral admixtures. One Class F fly ash and one Class C fly ash was added in various percent volumetric replacement levels. The expansion measurements of mortar bars were taken and compared with expansion criteria recommended from past experience to investigate the effect of each factor.

• 콘크리트학회논문집
• /
• 제11권5호
• /
• pp.41-49
• /
• 1999

This study dealt with the applicability and quality control of the concrete using fly ash produced in combined heat power in a construction site. Firstly, chemical and physical characteristics of the fly ash produced in combined heat power plant re analysed. Also, after investigating the properties of flesh and hardened concrete through various experiments, the fly ash concrete was placed in depositing construction in Ulsan Petrochemical Service Co. This field application was focussed on the quality control system in the site as production, placing and curing of concrete. As the result of this study, the quantity of CaO in the fly ash is relatively high based on the chemical analysis. The fly ash concrete showed slumping maintenance and high viscosity properties in the optimal mixing conditions (W/B:44~45%, S/a:$45\pm$2%, W:185kg/m). And, quality control and assurance of the fly ash concrete in actual site were verified by various testing methods.

• 대한전자공학회:학술대회논문집
• /
• 대한전자공학회 2001년도 The 6th International Symposium of East Asian Resources Recycling Technology
• /
• pp.644-649
• /
• 2001

A new electrostatic separator has been developed for the removal of unburned carbon from fly ash. In this separator, a flowing film of fly ash is created on the surface of a vibrating electrode. Conducting particles such as unburned carbon acquire electrostatic charges and jump out of the flowing film so that they can be removed from the non-conducting fly ash particles moving forward. The new separator has been tested successfully using a pilot-scale test unit at 0.5 tons/hr capacity. Based on the successful test results, a larger unit is being constructed at the present time.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
• /
• pp.675-680
• /
• 2002

This study was to operate a fitting production specific of concrete product for proper mixing discovery. Testing method was to operate slump, air content, compressive strength test. The standard was water-cement ratio 50% and weight substitution 0%, 10%, 20% by Fly-ash and using Silica-fume and HPMC(Hydroxy propyl methyl cellulos) by additive. The result of this study showed when add Fly-ash to Silica-Fume is better than HPMC.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1996년도 봄 학술발표회 논문집
• /
• pp.141-145
• /
• 1996

The primary purpose of this study is to investigate reusal techniques of by-product produced the combined heat power plant in the construction field, which may contribute to the savings of construction materials and the conservation of enviornment. This study is compared and evaluated by testing the chemical resistance, adiabatic temperature rising test, creep and drying shrinkage. As the result of the study, the following conclusions are derived : (1) hydration heat of the fly ash concrete is less than the plain concrete in adiabatic temperature rising test, (2) the fly axh concrete (FA 30%) is similar to the plain concrete in the chemical resistamce, (3) the fly ash concrete (FA 10, 30%) is similar to the plain concrete in drying shrinkage, but the fly ash concrete (FA 50%) is highly increased, (4) the fly ash concrete (FA 30%) is less than the plain concrete in creep test.

• 한국해양공학회지
• /
• 제22권4호
• /
• pp.40-45
• /
• 2008

This paper describes the effects of fly ash replacement on the water tightness of antiwashout underwater concrete, which replaced the cement with fly ash from 0% to 30%. The experimental work was performed to find out the depth of permeation of concrete specimens cast in air and cured in 23 $^{\circ}C$ tap water using an open center pressure type of water permeation tester. The results showed that the permeation depth values of antiwashout underwater concrete were deeper than normal concrete, but that an admixture using fly ash during antiwashout underwater concrete casting in air made it more watertight than normal concrete according to the water permeation testing. SEM observations of the specimens of fly ash antiwashout underwater concrete showed that it wasmore packed with structures because of the pozzolan reaction of the fly ash and cement.

• 대한환경공학회지
• /
• 제28권4호
• /
• pp.407-413
• /
• 2006

본 연구에서는 산업폐기물인 플라이애쉬를 이용하여 악취물질인 황화수소를 효과적으로 제거하기 위해 입자형태로 제조하여 다양한 실험조건 하에서 제거효과를 관찰하였다. 입자형태로 제조하기 위한 최적조건을 선정하기 위해 플라이애쉬 함량, 시멘트 함량, 함수비, 발포제의 양을 변화시켜 공시체를 제조하였으며, 각 공시체에 대해 비중, 흡수율, 압축강도의 값을 측정하였다. 이들 측정값과 실험 시 편의사항을 고려하여 악취제거 실험에 사용될 시료를 선정하였으며, 회분식 및 컬럼실험을 통해 황화수소의 제거양상을 측정하였다. 본 연구조건 하에서의 황화수소 제거율은 사용된 플라이애쉬 입자의 양과 정비례의 관계를 보여주었으며, 수분 첨가 시 황화수소 제거율이 증가하는 것을 확인하였다.

• Computers and Concrete
• /
• 제9권5호
• /
• pp.375-387
• /
• 2012

The objective of this investigation was to develop rules for automatic categorization of concrete quality using selected artificial intelligence methods based on machine learning. The range of tested materials included concrete containing a new waste material - solid residue from coal combustion in fluidized bed boilers (CFBC fly ash) used as additive. The rapid chloride permeability test - Nordtest Method BUILD 492 method was used for determining chloride ions penetration in concrete. Performed experimental tests on obtained chloride migration provided data for learning and testing of rules discovered by machine learning techniques. It has been found that machine learning is a tool which can be applied to determine concrete durability. The rules generated by computer programs AQ21 and WEKA using J48 algorithm provided means for adequate categorization of plain concrete and concrete modified with CFBC fly ash as materials of good and acceptable resistance to chloride penetration.

• Carbon letters
• /
• 제19권
• /
• pp.23-31
• /
• 2016

Carbon rich fly ash was recently reported to have compositions that are ideal for use as a precursor and catalyst for carbon nanotube growth. This fly ash powder is mostly composed of pure carbon, predominantly present as sp². In this work, the effect of sonication time on the morphology and structural properties of carbon rich fly ash particles is reported. The obtained results show that ultrasound treatment is an effective tool for producing ultrafine particles/fragments with higher porosity, which might be suitable for the adsorption of gasses. Moreover, carbon nanoparticles (CNPs) of this fly ash were produced in parallel using the ball milling technique, and were evaluated as reinforcements for epoxy based composites. These CNPs have almost spherical shapes with particle sizes of around 30 nm. They were found to have strong C=O carbonyl group bonds, which might be generated during the ball milling process. The tensile testing results of a fly ash CNP reinforced epoxy composite showed significant improvements in the mechanical properties, mainly in the stiffness of the polymer. The stiffness value was increased by around 23% of that of neat epoxy. These CNPs with chemically active groups might also be useful for other applications.