• 대한전자공학회:학술대회논문집
• /
• 대한전자공학회 2003년도 하계종합학술대회 논문집 II
• /
• pp.719-722
• /
• 2003

This work investigates the device degradation p-channel PD SOI devices at various applied voltages as well as stress temperatures with respect to Body-Contact SOI (BC-SOI) and Floating-Body SOI (FB-SOI) MOSFETs. It is observed that the drain current degradation at the gate voltage of the maximum gate current is more significant in FB-SOI devices than in BC-SOI devices. For a stress at the gate voltage of the maximum gate current and elevated temperature, it is worth noting that the $V_{PT}$ Will be decreased by the amount of the HEIP plus the temperature effects. For a stress at $V_{GS}$ = $V_{DS}$ . the drain current decreases moderately with stress time at room temperature but it decreases significantly at the elevated temperature due to the negative bias temperature instability.

• 한국연소학회:학술대회논문집
• /
• 한국연소학회 2012년도 제44회 KOSCO SYMPOSIUM 초록집
• /
• pp.267-268
• /
• 2012

Soot formation and oxidation characteristics of air-diluted propane diffusion flames have been experimentally investigated under the elevated pressure conditions. PAH concentrations showed more pressure sensitive behavior comparing to soot volume fractions. The flame/soot temperatures in soot oxidation region were obtained using the MOLLIP technique. Under the complete soot oxidation environment, the flame/soot temperature is increased with pressure. The increased temperature could accelerate the soot oxidation process and then exothermic oxidation reaction, in turn, could further raise the flame/soot temperature, which would result in the enhancement of soot oxidation process.

• 한국해양공학회지
• /
• 제16권2호
• /
• pp.60-66
• /
• 2002

The remote measurement system(RMS) as a new experimental method is limited in its application to crack measurement at elevated temperatures because of the oxide layer on the specimen surface. Since TiAIN and Cr coating layers have a high resistance to oxidation and wear, this paper proposed a TiAIN and Cr coating technique for specimens to facilitate the measurement of crack growth behavior using RMS. To investigate the effects of the coating layer, tension and fatigue tests were carried out at room temperature and at $538^{\circ}C$. The test material was 1Cr-1Mo-0.25V steel which is widely used as a turbine rotor material. From the experimental results, it was found that the mechanical properties of the TiAIN and Cr coated specimens were similar to those of the substrate. Accordingly, the TiAIN and Cr coated layer had hardly any influence on the fatigue crack propagation.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2017년도 추계 학술논문 발표대회
• /
• pp.9-10
• /
• 2017

For the structural analysis of reinforced concrete structures, the mechanical properties of concrete at each temperature are required and the mechanical property values according to specific temperature are presented in the design regulations and codes. In this study, the mechanical properties of concrete were experimented by using 35MPa concrete produced in Korea from 20℃ to 900℃(two kinds of test method). Compared the results with previous domestic papers, we aimed to contribute to the construction of mechanical characteristics D.B. of at the elevated temperatures of domestically produced concrete which can be used for structural analysis in fire.

• 한국강구조학회 논문집
• /
• 제25권2호
• /
• pp.131-139
• /
• 2013

본 연구의 목적은 H-형강 압축재의 온도상승에 따른 파괴거동을 중심으로 압축력과 파괴온도의 상관관계를 파악하기 위한 실험을 수행하는 것이다. SS400 강재로 제작된 H-형강의 시험체를 선정하여, ISO 834의 재하가열 시험방법에 따라 온도 상승에 대한 실험을 한국방재시험연구원(FILK)에서 수행하였다. 고온상태의 강재에 대한 항복강도 및 탄성계수의 감소계수는 EC3 (Eurocode3) Part 1.2 (1993) 관계식을 근거로 하여 파괴온도시 국부 및 전체좌굴 응력도와 항복응력도를 실험결과와 비교 검토하였다. 실험조건은 세장비 45.4이고 상온에서의 항복내력에 대한 50%, 70%, 80%를 재하압축력으로 설정하여 파괴온도를 측정하였다. 파괴온도와 재하압축력에 대한 실험결과로 부터 온도상승에 따른 내력은 탄성 좌굴강도보다는 항복내력에 근접함을 파악할 수 있었다.

• Steel and Composite Structures
• /
• 제47권2호
• /
• pp.269-287
• /
• 2023

The WGJ420 fire-resistant weathering (FRW) steel is developed and manufactured with standard yield strength of 420 MPa at room temperature, which is expected to significantly enhance the performance of steel structures with excellent fire and corrosion resistances, strong seismic capacity, high strength and ductility, good resilience and robustness. In this paper, the mechanical properties of FRW steel plates and buckling behavior of columns are investigated through tests at elevated temperatures. The stress-strain curves, mechanical properties of FRW steel such as modulus of elasticity, proof strength, tensile strength, as well as corresponding reduction factors are obtained and discussed. The recommended constitutive model based on the Ramberg-Osgood relationship, as well as the relevant formulas for mechanical properties are proposed, which provide fundamental mechanical parameters and references. A total of 12 FRW steel welded I-section columns with different slenderness ratios and buckling load ratios are tested under standard fire to understand the global buckling behavior in-depth. The influences of boundary conditions on the buckling failure modes as well as the critical temperatures are also investigated. In addition, the temperature distributions at different sections/locations of the columns are obtained. It is found that the buckling deformation curve can be divided into four stages: initial expansion stage, stable stage, compression stage and failure stage. The fire test results concluded that the residual buckling capacities of FRW steel columns are substantially higher than the conventional steel columns at elevated temperatures. Furthermore, the numerical results show good agreement with the fire test results in terms of the critical temperature and maximum axial elongation. Finally, the critical temperatures between the numerical results and various code/standard curves (GB 51249, Eurocode 3, AS 4100, BS 5950 and AISC) are compared and verified both in the buckling resistance domain and in the temperature domain. It is demonstrated that the FRW steel columns have sufficient safety redundancy for fire resistance when they are designed according to current codes or standards.

• Steel and Composite Structures
• /
• 제51권3호
• /
• pp.271-288
• /
• 2024

The primary objective of this study is to investigate the production and performance characteristics of structural concrete incorporating varying proportions (0%, 25%, and 50% by volume) of pumice stone, as well as aluminum lathe as an additive at 0%, 1%, 2%, and 3%, under fire conditions. The experiment will be conducted over a period of up to 1 hour, at temperatures ranging from 24℃, 200℃, 400℃ and 600℃. For the purpose of this, a total of twelve test samples were manufactured, and then tests of compressive strength (CS), splitting tensile strength (STS), and flexural strength (FS) were performed on these samples.Next, a comparison was made between the obtained values and the influence of temperature. To achieve this objective, the manufactured samples were placed at temperatures of 200℃, 400℃, and 600℃ for a duration of 1 hour, and were subjected to the influence of temperature.These values at 24 ℃ were then contrasted with the CS results obtained from test samples that were subjected to the temperature effect for an hour at 200 ℃, 400 ℃, and 600 ℃. A comprehensive analysis of the test outcomes reveals that the incorporation of aluminum lathe wastes into a mixture results in a significant reduction in the compressive strength of the concrete. As a result of this adjustment, the CS values dropped by 32.93%, 45.70%, and 52.07%, respectively. Furthermore, It was shown that testing the ratios of pumice stone alone resulted in a decrease in CS outcomes. Additionally, it was found that the presence of higher temperatures is clearly the primary factor contributing to the decrease in the strength of concrete. Due to elevated temperatures, the CS values decreased by 19.88%, 28.27%, and 38.61% respectively.After this investigation, an equation that explains the connection between CS and STS was provided through the utilization of the data of the experiments that were carried out.

• 원예과학기술지
• /
• 제35권1호
• /
• pp.38-45
• /
• 2017

본 연구에서는 온도구배터널을 이용하여 기온상승이 우리나라 주요 노지 채소인 월동무의 광합성, 무기성분 조성, 생장에 미치는 영향을 조사하여 겨울철 기온상승이 월동무의 생육에 미치는 영향을 예측하였다. 월동무의 생육(지상부와 뿌리의 생체중과 건물중, 초장, 뿌리의 길이와 직경)은 겨울철 대기온도에서 보다 대기온도 $+4^{\circ}C$와 대기온도 $+7^{\circ}C$ 조건에서 재배하였을 때 증가하였다. 그리고, 겨울철 온도가 높아졌을 때 월동무 뿌리에서는 Cu 함량이 감소하지만 K, Ca, Mg, Fe 함량은 증가하였으며, 지상부에서는 N, P, Ca, Mg, Fe의 함량이 증가하였다. 최대광합성률은 겨울철 대기온도에서 $9.7{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$로 낮은데 반하여 대기온도 $+4^{\circ}C$와 대기온도 $+7^{\circ}C$ 조건에서는 각각 $22.1{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$과 $22.9{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$로 대기온도에서보다 2배 이상 높았다. 반면에 수분이용효율은 대기온도 $+4^{\circ}C$와 대기온도 $+7^{\circ}C$ 조건에서 재배하였을 때 대기온도에서보다 감소하였다. 이러한 결과는 미래의 겨울철 온도 상승이 무기염류의 흡수와 광합성의 증가를 유도하여 월동무의 생육에 우호적으로 작용하여 생산성을 높이지만 수분 요구도가 높아질 수 있음을 나타내 주고 있다.

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 2012년도 춘계학술대회 논문집
• /
• pp.925-926
• /
• 2012

• 한국농림기상학회:학술대회논문집
• /
• 한국농림기상학회 2005년도 추계 학술발표논문집
• /
• pp.63-67
• /
• 2005