• 한국압력기기공학회 논문집
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• 제14권1호
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• pp.38-47
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• 2018

For safe operation of nuclear power plants, a loose-part monitoring system (LPMS) is used to detect and locate loose-parts within the reactor coolant system, and to estimate their mass and damage potential. There are several methods to estimate mass, such as the center frequency method based on the Hertz's impact theory, a frequency ratio method and so on, but it is known that these methods cannot provide accurate information on impact response for identifying the impact source. Thanks to increasing computing power, finite element analysis (FEA) method recently become an available option to calculate reliably impact response behavior. In this paper, a finite element analysis model to simulate the propagation behavior of the bending wave, generated by a metal ball impact, is validated by performing a series of impact tests and the corresponding finite element analyses for flat plate and shell structures. Also, a FEA-based metal sphere signal map is developed, and then blind tests are performed to verify the map. This study provides an accurate simulation method for predicting the metal impact behavior and for building a metal sphere signal map, which can be used to estimate the mass of loose-parts on site in nuclear power plants.

• 대한조선학회논문집
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• 제54권5호
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• pp.439-446
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• 2017

This paper deals with an experimental study of the dynamics of an underwater bubbles and shock waves, generated by rapid underwater release of highly compressed gas. Aribag inflators, which are used for automobile's airbag system, are used to generate the extremely-rapid underwater gas release. Experimental studies of the complex underwater bubble dynamics as well as underwater shock wave were carried out in a specifically designed cylindrical water tank. The water tank is equipped with a high-speed camera and pressure sensors. The high-speed camera was used to capture the expansion and collapse of the gas bubble created by inflators, while pressure sensors was used to measure the underwater shock propagation and magnitudes. The experimental results were compared against the results of explosion of pentolite explosive. Several physical phenomena that has been observed and discussed, which are different from the explosive underwater explosion.

• 한국항공우주학회지
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• 제48권7호
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• pp.497-504
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• 2020

초음속 비행으로 인해 발생하는 소닉붐을 해석하여 소닉붐의 소음 강도와 대기 전파 특성에 예측할 수 있는 기법을 개발하였다. 소닉붐은 환경 문제를 유발하므로 지상에서 계측되는 소음 강도가 매우 중요한데 본 연구에서는 개략 분석 기법을 이용하여 비행체의 물리량과 비행 정보로부터 계측지 거리에 따른 음압을 산출하였다. 소닉붐의 지상 계측을 위해 비행체에서 발산되는 충격파의 대기 전파 특성을 예측해야하며 이를 위해 시선벡터법과 음선추적기법을 이용하였고, 대기 밀도의 고도별 분포에 따른 굴절을 고려하였다. 개발된 기법을 이용하여 실제 초음속 비행체의 소닉붐을 예측하였고 측정결과와 잘 일치하였다.

• 한국연소학회:학술대회논문집
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• 한국연소학회 2004년도 제29회 KOSCI SYMPOSIUM 논문집
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• pp.197-205
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• 2004

Most of gas turbines is operated by the type of dry premixed combustion to reduce NOx emission and economize fuel consumption. However this type operation, combustion induced instability brought failure problems cause by high pressure and heat release fluctuations. Though there has been lots of studies since Lord Rayleigh to understand this instability mechanism and control the instabilities, none of them made matters clear. In order to understand the instability phenomena, a simple experimental study with dump combustor was conducted at the moderate pressure and ambient temperature conditions. From this model gas turbine combustor self-excited instabilities at the resonance mode(200Hz) and bulk mode(10Hz) were occurred and observed at the three points of view; pressure, heat release and equivalence ratio which are acquired by peizo-electric transducer, HICCD camera and acetone LIF respectively. From this results we could see the instability mechanism clear with the account of time scale analysis which explained by the propagation of pressure wave to the upward of mixture stream and convectional transfer of the equivalence ratio fluctuation by this pressure fluctuation.

• 대한토목학회논문집
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• 제28권6B호
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• pp.691-696
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• 2008

본 연구에서는 자유수면 흐름에 적용할 수 있는 연직방향에 대해 좌표변환된 3차원 동수압 모형을 제시하였다. 제시한 모형은 자유수면과 동수압의 해석을 위하여, 2중 예측-수정(double predictor-corrector)방법을 적용하였다. 본 연구에서는 정확한 동역학적 경계조건(자유수면에서의 압력은 0인 조건)을 적용하는 방법을 검토하였고, 이 경계조건은 기존에 개발된 모형에 미소한 수정을 통하여 적용 가능함을 보여주었다. 본 연구에서 제시한 모형과 기존 모형의 계산결과를 비교하였을 때 동역학적 경계조건의 정확한 적용이 매우 중요함을 알 수 있다.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 1998년도 춘계학술대회 논문집
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• pp.281-286
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• 1998

In this paper, a Helmholtz resonator type hydraulic filter is proposed to absorb flow and pressure ripple produced from a axial piston pump. The basic principle of hydraulic filter is applied to propagation of preossure waves, reflection, absorption in cross section of discontinuity and resonance in the pipeline. This filter has advantage of the compact size and high degree of freedom of installation. The design scheme of hydraulic filter based on viscous wave theory are developed and manufactured two kinds of filter to investigate damping capability. It is experimently confirmed that these filter is absorbed to be about 20dB of flow and pressure ripple with high frequencies.

• The Korean Journal of Ceramics
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• 제6권3호
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• pp.250-257
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• 2000

The feasibility of synthesizing SiC-AlN solid solution by field-activated combustion synthesis was demonstrated. At lower fields of 8-16.5V/cm, composites of AlN-rich and SiC-rich phases were synthesized, but at fields of 25-30 V/cm, the product was a 2H structure solid solution. Combustion synthesis of the solid solution by nitridation of aluminum with silicon carbide under a nitrogen gas pressure of 4-8 MPa was also investigated. The maximum combustion temperature and wave propagation velocity were found to be influenced by the electric field in the field-activated combustion synthesis, and by the green density and nitrogen pressure in the combustion nitridation. In both cases the formation of solid solutions is complete within seconds, considerably faster than in conventional methods which require hours.

• 화약ㆍ발파
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• 제41권3호
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• pp.1-12
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• 2023

근접 폭발로 인해 발생하는 폭발 충격파의 위험을 완화하기 위한 기술에 대한 기초 평가를 수행하였다. 기존의 일반적인 기술로는 폭발물 주변이나 충격파의 진행 방향에 방호물질을 사용하여 차단막을 형성하는 방법이 사용되었다. 다양한 폭발 에너지 분산 메커니즘이 제안되었으며, 임피던스 차이를 활용한 폭발 충격파 완화에 대한 연구가 많은 관심을 받고 있다. 본 연구에서는 전단농화유체(STF)를 충격완화물질로 적용하여 폭발 충격파 완화에 대한 폭발실험 및 수치해석을 통해 STF 완화물질의 효과를 평가하였다. 그 결과로써 STF 완화물질의 폭발 충격압 감쇄성능의 실효성을 확인할 수 있었다.

• 대한기계학회논문집B
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• 제26권1호
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• pp.1-11
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• 2002

Flow of fluid has been studied in various fields of fluid engineering. To hydraulic engineers, the unsteady flow such as pulsation and liquid hammering in pipes has been considered as a serious trouble. So we are supposed to approach the formalized mathematical model by using more exact momentum equation for fluid transmission lines. Most of recent studies fur pipe line have been studied without considerations of variation of viscosity and temperature, which are the main factors of pressure loss causing the friction of fluid inside pipe line. Frequency response experiments are carried out with use of a rotary sinusoidal flow generator to investigate wave equation take into account viscosity and temperature. But we observed that measured value of gains are reduced as temperature increased. And it was respectively observed that the measured value of gains are reduced and line width of gain is broadened out, when temperature was high in the same condition. As we confessed, pressure loss and phase delay are closely related with the length, diameter and temperature of pipe line. In addition, they are the most important factors, when we decide the momentum energy of working fluid.

• 한국해안·해양공학회논문집
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• 제27권1호
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• pp.63-77
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• 2015

지진해일파(tsunami)에 의한 피해로 소중한 인명손실뿐만 아니라 침수 범람에 의한 가옥과 같은 건물의 유실, 그리고 방파제, 교량 및 항만과 같은 사회간접자본의 심각한 파괴 등을 들 수 있다. 본 연구의 대상인 연안구조물에서 피해원인으로 먼저 큰 작용파력을 고려할 수 있지만, 또한 기초지반에서 세굴과 액상화와 같은 지반파괴를 고려할 수 있다. 진동성분과 잔류성분으로 구성되는 과잉간극수압의 증가에 따른 유효응력의 감소로 해저지반 내에 액상화의 가능성이 나타나고, 액상화가 발생되면 그의 진행에 따라 구조물의 침하 혹은 전도에 의해 종국적으로 구조물이 파괴될 가능성이 높아지게 된다. 본 연구에서는 수위차를 이용하여 단파를 발생시키고, 그의 전파 및 직립호안과의 상호작용을 2D-NIT(Two-Dimensional Numerical Irregular wave Tank)모델로부터 해석한다. 이러한 결과로부터 직립호안 및 해저지반상에서 시간변동의 동파압을 지반의 동적응답과 구조물의 동적거동을 정밀하게 재현 할 수 있는 유한요소법에 기초한 탄 소성해저지반응답의 수치해석프로그램인 FLIP(Finite element analysis LIquefaction Program)모델에 입력치로 적용하여 해저지반 및 직립호안의 주변에서 과잉간극수압비와 유효응력경로의 시 공간변화, 지반변형, 구조물의 변위 및 지반액상화 등을 정량적으로 평가하여 직립호안의 안정성을 평가한다.