• 국제초고층학회논문집
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• 제3권3호
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• pp.215-221
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• 2014

Ultra-high strength concrete and high tensile steel are becoming very attractive materials for high-rise buildings because of the need to reduce member size and structural self-weight. However, limited test data and design guidelines are available to support the applications of high strength materials for building constructions. This paper presents significant findings from comprehensive experimental investigations on the behaviour of tubular columns in-filled with ultra-high strength concrete at ambient and elevated temperatures. A series of tests was conducted to investigate the basic mechanical properties of the high strength materials, and structural behaviour of stub columns under concentric compression, beams under moment and slender beam-columns under concentric and eccentric compression. High tensile steel with yield strength up to 780 MPa and ultra-high strength concrete with compressive cylinder strength up to 180 MPa were used to construct the test specimens. The test results were compared with the predictions using a modified Eurocode 4 approach. In addition, more than 2000 test data samples collected from literature on concrete filled steel tubes with normal and high strength materials were also analysed to formulate the design guide for implementation in practice.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2002년도 춘계학술대회 논문집 유기절연재료 전자세라믹 방전플라즈마 일렉트렛트 및 응용기술
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• pp.132-137
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• 2002

The mold transformers have been widely used in underground substations in large building and have some advantages in comparison to oil-transformer, that is low fire risk, excellent environmental compatibility, compact size and high reliability. In addition, the application of mold transformer for outdoor is possible due to development of epoxy resin. The mold transformer generally has cooling duct between low voltage coil and high voltage coil. A mold transformer made by one body molding method has been developed for small size and low loss. The life of transformer is significantly dependent on the thermal behavior in windings. To analyse winding temperature rise, many transformer designer have calculated temperature distribution and hot spot point by finite element method(FEM). Recently, numerical analyses of transformer are studied for optimum design, that is electric field analysis, magnetic field, potential vibration, thermal distribution and thermal stress. In this paper, the temperature distribution of 50 kVA pole mold transformer for power distribution are investigated by FEM program and the temperature rise test of designed mold transformer carried out and test result is analyzed compare to simulation data. In this result, the designed mold transformer is satisfied to limit value of temperature and the other property is good such as voltage ratio, winding resistance, no-load loss, load loss, impedance voltage and percent regulation.

• 한국광물학회지
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• 제29권4호
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• pp.179-190
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• 2016

본 연구에서는 국내 산출 고령토자원의 문화재 단청안료의 대체원료로써 활용 가능성을 시험하기 위하여 X-선 회절분석, 색도측정, 현업종사자의 단청시공 및 평가, 촉진내후성시험, 방염성능시험 등을 실시하였다. 시험결과를 종합하면 고품위의 광석에 비하여 장석의 함량이 높으며 $38.1{\mu}m$ 이하의 작은 입자들로 구성된 광석일수록 백색 안료 고유의 용도로 시공에 유리하며, 시공 시편의 백색도와 은폐력 및 옥외 폭로 시 내구성 등에서 호분, 산화지당 등 기존 안료들과 유사하거나 크게 떨어지지 않는 것으로 판단된다. 또한 잠재적인 화재 위험도와 가연성을 평가한 방염성 시험에서는 장석함량이 높은 시료가 비교군 안료들에 비하여 더 양호한 수치를 기록하였다. 결론적으로 미립의 장석질 백토와 저품위 고령토를 백색의 안료로 활용할 경우 기존 백색 안료제품과 유사한 채색특성과 내후성 및 더 우수한 방염성을 가지면서 경제성까지 갖춘 원료로 활용가능 할 것으로 기대된다.

• Composites Research
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• 제30권1호
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• pp.59-64
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• 2017

향상된 특성을 갖는 환경친화적인 복합재료의 개발은 고분자재료의 미래에 있어 필수적이며, 부분적으로 또는 완전히 재생가능한 기지재 또는 보강재에 단지 몇 %의 첨가제를 첨가함으로써 쉽게 제작할 수 있다. 본 연구에서는 마닐라삼 섬유를 보강재로, 비닐에스터를 기지재로 사용하였으며, VARTM 공정을 이용하여 복합재료를 제조하였다. 또한 마닐라삼 섬유의 알칼리표면처리를 수행하고, APP, HNT를 난연제를 첨가함으로써 기계적 물성과 난연 물성을 향상시키고자 하였다. 실험을 통하여 표면처리가 천연섬유의 친수성을 감소시키고 소수성인 기지재와의 계면접착력을 향상시켰으며, 이는 개발된 복합재료의 기계적 물성 향상을 이끌었다. 유사하게, 복합재료의 난연성도 난연제의 함량이 증가함에 따라 크게 향상되는 결과를 얻을 수 있었다.

• Journal of the Korean Wood Science and Technology
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• 제37권4호
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• pp.300-309
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• 2009

목재를 이용한 구조의 효율적인 사용은 자원의 낭비를 줄이고 세계 환경을 보호할 수 있다. 이 연구는 대단면 목조건축을 위해 강재와 구조용 집성재를 이용한 내화성능을 지닌 복합재료의 개발을 목적으로 한다. 내화 시험에 앞서 구조용 강재와 구조용 집성재를 이용한 복합재료의 휨강도 특성을 확인하고자 한다. 구조용 강재 보(H type)와 구조용 집성재 보, 구조용 강재와 구조용 집성재를 이용한 복합재료 보의 휨시험을 시행하였다. 구조용 집성재간의 접착제로는 레졸시놀계를 사용하였으며 구조용 강재와 구조용 집성재 간의 접착제로는 폴리우레탄 수지를 사용하였다. 휨시험은 KS F 2150에 의거하여 시행하였으며 각각의 평균 최대하중은 복합재료가 137.5 kN, 구조용 집성재가 106.5 kN, 구조용 강재가 48 kN을 나타내었다. 구조용 집성재가 높은 휨탄성력을 지니고 있기 때문에 복합재료를 사용할 경우 구조적 안정성을 부여할 뿐 아니라 친환경적인 재료로 이용될 수 있을 것이다.

• International Journal of Concrete Structures and Materials
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• 제11권1호
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• pp.17-28
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• 2017

Although concrete is a noncombustible material, high temperatures such as those experienced during a fire have a negative effect on the mechanical properties. This paper studies the effect of elevated temperatures on the mechanical properties of limestone, quartzite and granite concrete. Samples from three different concrete mixes with limestone, quartzite and granite coarse aggregates were prepared. The test samples were subjected to temperatures ranging from 25 to $650^{\circ}C$ for a duration of 2 h. Mechanical properties of concrete including the compressive and tensile strength, modulus of elasticity, and ultimate strain in compression were obtained. Effects of temperature on resistance to degradation, thermal expansion and phase compositions of the aggregates were investigated. The results indicated that the mechanical properties of concrete are largely affected from elevated temperatures and the type of coarse aggregate used. The compressive and split tensile strength, and modulus of elasticity decreased with increasing temperature, while the ultimate strain in compression increased. Concrete made of granite coarse aggregate showed higher mechanical properties at all temperatures, followed by quartzite and limestone concretes. In addition to decomposition of cement paste, the imparity in thermal expansion behavior between cement paste and aggregates, and degradation and phase decomposition (and/or transition) of aggregates under high temperature were considered as main factors impacting the mechanical properties of concrete. The novelty of this research stems from the fact that three different aggregate types are comparatively evaluated, mechanisms are systemically analyzed, and empirical relationships are established to predict the residual compressive and tensile strength, elastic modulus, and ultimate compressive strain for concretes subjected to high temperatures.

• 한국안전학회지
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• 제24권4호
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• pp.28-33
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• 2009

This study examined the mounting status of cigar lighter receptacles for vehicles and analyzed the tracking phenomenon that occurs when foreign material entered a cigar lighter receptacle to obtain data for the analysis of accident investigation. Regardless of the vehicle's output, cigar lighter receptacles are mounted in a vehicle horizontally, vertically, or at tilting or inclined angle. The tilting type cigar lighter receptacle is much easier to use but current leakage resulting from foreign materials (coffee, beverages, water, etc.) falling into the cigar lighter receptacle may cause a fire to start. This study used a vehicle battery (DC 12V) as a power supply for the tracking test and configured its circuit in the same way as that of an electrical device in a vehicle. The tracking phenomenon that occurred in the standby mode of the vehicle exhibited a fine flame and an irregular occurrence of smoke. While this tracking phenomenon was occurring, the leakage current and the reaching distance of the flame were measured to be approximately 930mA and $20{\sim}50cm$, respectively. It is thought that the resultant flame may ignite toluene, dust, cigarettes, etc. It was observed that as the tracking progressed, the internal metal socket melted and a hole was created, the surface of which was also severely carbonized. In addition, the electrical resistance of the carbonized conductive path was measured to be approximately $30{\Omega}$. It is thought that this much resistance may cause local heating when leakage current flows and could ignite any nearby flammable material.

• 콘크리트학회논문집
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• 제11권5호
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• pp.69-77
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• 1999

A spalling is defined as the damages of concrete exposed to high temperature during the fire by causing cracks and localized bursting of small pieces of concrete. It is reported that spalling is caused by the vapor pressure and polypropylene(PP) fiber has an important role in protecting from spalling. This paper is a study on the properties and spalling resistance of high-performance concrete with the kinds of aggregate and the contents of PP fiber. According to the experimental results, concrete contained no PP fiber take place in the form of the surface spalling and the failure of specimenns after fire test regardless of the kinds of aggregate. Concrete contained more than 0.05% of PP fiber with the aggregate of basalt does not take place the spalling, while the concrete using granite and limestone does the surface spalling. It is found that residual compressive strength after exposed at high temperature has 50~60% of its original strength. Although specimens after exposed at high temperature is cured at water for 28days, they do not recover their original strength.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.543-544
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• 2009

고강도콘크리트의 내화성능 증진에 효과적인 것으로 알려진 섬유(NY, PP)는 섬유의 길이조합과 혼입율에 따라 유동성에 차이가 있다. 본 논문에서는 섬유의 길이조합과 혼입율이 고강도콘크리트의 유동성과 레올로지 특성에 미치는 영향을 분석하기 위하여 몰탈시험체를 대상으로 미니 슬럼프 플로우(Mini slump-flow), 간이 V-lot 및 회전점도계에 의한 점도측정을 수행하였다. 실험결과, 섬유의 길이 조합에 따른 유동특성은 큰 차이가 없으나 섬유혼입률이 증가할수록 점도는 큰 것으로 나타났다.

• 한국강구조학회 논문집
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• 제28권4호
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• pp.253-261
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• 2016

중심축 하중을 받는 고온상태 강재기둥의 압축강도를 해석하기 위하여 새로운 유한요소 해석모델을 제시하였으며, 기존 연구를 대상으로 해석가정 및 유한요소해석 기법을 비교 분석하였다. 또한 유한요소 해석결과를 바탕으로 새로운 고온상태 강재 기둥의 설계식을 제안하였으며, 해석결과 및 실험연구 결과와 비교하였을 때 AISC와 EC3 설계식보다 본 연구의 제안식이 고온상태 강재기둥의 압축강도를 정확하게 표현하는 것을 확인하였다.