• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2009.04a
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• pp.460-466
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• 2009

식용유 화재는 일반유류와는 달리 연소형태나 소화작업에 있어 큰 차이를 보이고 있다. 최근 5년간 특수화재 가운데 원인별 화재 통계를 보면 식용유 화재의 발생빈도는 점점 증가하고 있지만, 식용유에 대한 화재 위험성에 관한 연구는 거의 전무한 실정이다. 본 연구에서는 식용유의 연소특성 알아보기 위하여 종류별 인화점, 연소점, 발연점에 대하여 클리블랜드 인화점 시험기를 사용하여 측정하였고, 최소자연발화온도 및 발화 비발화 영역 비교를 통한 발화한계 온도 곡선을 도출하였으며, 자연발화온도와 발화지연시간과의 관계를 측정하였다. 이 결과를 통하여 식용유의 화재 위험성 평가에 대한 기초적인 자료로써 제시할 수 있었다.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2009.04a
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• pp.404-409
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• 2009

수직벽 화재 예측의 정확성을 확인하기 위하여 화재 시뮬레이션용 전산유체역학 모델인 Fire Dynamics Simulator를 프로필렌 수직벽 화재에 적용하였다. 단위면적당 연소율 $7.0{\sim}29.29g/m^2-s$에 대한 버너 중심에서 측정한 온도분포와 비교한 결과, 최고온도가 낮게 예측되는 것 외에는 실험과 잘 일치하였다. 또 연소율의 증가에 따라 경계측의 두께가 일관되게 증가하였다.

• Journal of the Korean Society for Railway
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• v.10 no.5
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• pp.506-510
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• 2007

Smoke temperature and volume flow rate in a tunnel fire are calculated. To obtain realistic results, enthalpy of smoke which composites combustion gases and entrainment air is calculated from curvefit polynomials by temperature. A user-friendly computer program for them is also developed. This program might be used for a good engineering tool in design of fire safety and mock/reduced-scale fire tests in a tunnel.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.3
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• pp.33-41
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• 2016

Concrete is inherently a good fire-resistance material among all other constrcution materials and protects the reinforcing steel inside. This study investigates the material characteristics of concrete and steel bar inside the full scale reinforced concrete(RC) beam exposed to fire test. The fire test specimen was 4 m long and the test was conducted under no loading condition following KS F 2257. Fire source is simulated by ISO 834 and number of thermocouples were installed to measure temperature variation of surfaces and inside of the beam. The measured compressive strength of cored specimen, which was exposed to fire test, was 11 MPa, about 66% lower than the strength before exposure. The yielding strength of steel bar also decreased about 75 MPa, about 17% lower. The measured temperature of protected steel bar was around $649^{\circ}C$, the critical limit, after 4 hour exposure.

• Fire Science and Engineering
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• v.24 no.6
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• pp.98-103
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• 2010

A series of fire experiments have been performed to examine the measurement bias of the bare bead thermocouple widely used in fire testing and analyze the measurement bias of bare bead thermocouple comparing with the measured temperature using the aspirated thermocouple. The measured temperature of the bare bead thermocouple was lower than that of the aspirated thermocouple in the hot upper layer while it showed opposite trends in the upper layer. Also, the bare bead thermocouple showed higher measurement bias in the lower layer rather than upper layer in the compartment fire. The maximum relative percentage error of the bare bead thermocouple against the aspirated thermocouple reached 250% in the present study. The present study points out the need of correction process of the measured temperature by bare bead thermocouple for improving the reliability of the fire tests.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.20 no.4
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• pp.477-483
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• 2007

In this study, the numerical fire analysis for temperature distribution and spalling behavior of underground concrete box structures that contained lifelines, such as power cables and communication cables. The temperature field of inner space was assumed based on the fire curve with the thermal gradient obtained from CFD analysis. It was assumed that the spalling behaviors of concrete are occurred when the concrete temperature reached the threshold, as dehydration degree. In this case, the elements correspond to spalling parts were removed and the analysis model were updated. Three fire scenarios were analyzed and the results were showed adequate spalling behavior. The bearing capacities of the box structures would be estimated in the companion paper.

• Fire Science and Engineering
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• v.21 no.4
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• pp.18-24
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• 2007

The purpose of this study is focussed on the numerical predictions of temperature distribution by radiation heat transfer in atrium fire using the field fire model and the CCRHT-3D code. This code uses standard $k-{\varepsilon}$ turbulent model with SIMPLE algorithm and weighted sum of gray gases model regrouping(WSGGM-RG). The WSGGM-RG calculates radiative properties on the reduced computational loads while reserving the accuracy. The numerical results show that lower temperature distributions on the wall and the top ceiling wall can be obtained by considering radiative heat transfer. The temperature on the top ceiling wall can be an important parameter in predicting the operating condition of the sprinkler head.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2011.11a
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• pp.533-536
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• 2011

본 연구에서는 차량 연료탱크에 충격탄 관통 시 화재발생 여부를 분석하기 위한 연구의 전단계로서, 충격탄 속도 변화에 따른 연료탱크 내부의 열전달특성을 분석하기 위해 전산유체역학기법을 도입하여 수치해석을 수행한 결과 다음과 같은 결론을 얻었다. 잔류속도 120m/s의 경우, 관통부를 지난 위치에서 최대온도는 약 324.8K를 나타내고 잔류속도 360m/s의 경우, 충격탄이 관통부로 유입되면서 급격하게 증가되어 최고온도 약 382.1K를 나타낸다. 이러한 결과로 미루어 최고 온도가 가솔린 연료의 착화온도보다 높아 화재의 위험성이 있지만 순간적인 온도변화가 심하고 착화시간이 만족되지 않을 것으로 판단된다.

• Fire Science and Engineering
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• v.16 no.3
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• pp.71-76
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• 2002

The real scale tunnel fire tests are carried out for the first time in domestic range to assess the extent of risk in the tunnel fire. The tunnel dimension is 465 m in length, 9.2 m in width and 6.5 m in height. Gasoline pools with 0.25 MW∼2.5 MW size and a 1500CC passenger car are used as fire sources. Six jet fans are used to change the flow velocity inside the tunnel. Temperatures at total 86 points in the tunnel are measured to find the temperature distribution and smoke behavior in the real tunnel fire. In the experiment, it is examined that the important parameters to assess the extent of risk in tunnel fire such as back layering of smoke front, descending of smoke layer and the fire size of a real passenger car.

• The Journal of the Korea institute of electronic communication sciences
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• v.13 no.5
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• pp.1017-1022
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• 2018

In this paper, a single house fire alarm device, which can solve the problem of fire perception at midnight time and the attenuation of alarm signal due to the wall between rooms based on the wireless communication, was developed. The radio controlled fire alarm device was designed to allow fire to be recognized quickly and accurately by monitoring the temperature and $CO_2$ concentration based on the temperature sensor and gas sensor, by detecting the fire in the house and by transmitting the fire alarm to the individual wireless alarms of other rooms using the wireless transmission/reception module. Using the Arduino as a main control device, three independent fire alarm device prototypes were made, and their usefulness was verified by the correct operations in temperature and gas tests.