• 한국자동차공학회논문집
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• 제4권2호
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• pp.69-79
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• 1996

Dynamic stress intensity factors are derives when the crack is propagating with constant velocity under longitudinal shear stress in orthotropic disk plate. General stress fields of crack tip propagating with constant velocity and least square method are used to obtain the dynamic stress intensity factor. The dynamic stress intensity factors of GLV/GTV=1(=isotropic material or transversely isotropic material) which is obtained in out study nearly coincides with Chiang's results when mode Ⅲ stress is applied to boundary of isotropic disk. The D.S.I.F. of mode Ⅲ stress is greater when α(=angle of crack propagation direction with fiber direction) is 90° than that when α is 0°. In case of a/D(a:crack length, D:disk diameter)<0. 58, the faster crack propagation velocity, the less D.S.I.F. but when crack propagation velocity arrive on ghear stress wave velocity, the D.S.I.F. but when crack propagation velocity arrive on shear stress wave velocity, the D.S.I.F. unexpectedly increases and decreases to zero.

• Tribology and Lubricants
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• 제38권6호
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• pp.287-290
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• 2022

Compressed-water-type launching devices convert the force from compressed water into force-launching underwater structures, such as torpedos and autonomous underwater vehicles. In particular, the overpressure wave in the launching tube is a critical design factor for the launching device. This paper presents a simplified formula for simulating overpressure waves in the launching tube of a compressed-water-type launching device. Scaled model experiments were performed to obtain actual measurement data of overpressure waves in a launching tube with varying piston speeds to examine the practical applicability of the simplified formula. The main factor of the simplified formula was estimated using an optimization technique. The time history of the overpressure waves was satisfactorily simulated using the estimated factor values and showed consistency with the measurement data. In addition, the trend of change by the piston speed of the estimated factors was reviewed, and the practical applicability was demonstrated. A systematic study of the factors influencing the overpressure waves in launching tubes will be possible using experimental data for more various conditions and the proposed simplified formula.

• International Journal of Air-Conditioning and Refrigeration
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• 제16권3호
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• pp.100-107
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• 2008

The heat transfer and friction characteristics of heat exchangers having convex louver fins are experimentally investigated, and the results are compared with those of wave fin counterparts. Eighteen samples (nine convex louver fin samples and nine wave fin samples) which had different fm pitches (1.81 mm to 2.54 mm) and tube rows (one to four) were tested. The convex angle was $11.7^{\circ}$. The j factors are insensitive to fin pitch, while f factors increase as fin pitch increases. The effect of fin pitch on f factor is more significant for the wave fin compared with the convex louver fin. It appears that the complex fin pattern of the convex louver fin induces intense mixing of the flow, and thus reduces the effect of fin pitch. Both the j and f factors decrease as the number of tube row increases. However, as the Reynolds number increases, the effect of tube row diminishes. Comparison of the convex louver fin j factors with those of wave fin reveals that convex louver fin j factors are 18% to 29% higher than those of wave fin. The f factors are 16% to 34% higher for the convex louver fin. The difference increases as fin pitch decreases. Existing correlation fails to adequately predict the present data. More data is needed for a general correlation of the convex louver fin geometry.

• 전자공학회논문지D
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• 제35D권11호
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• pp.23-30
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• 1998

수동 소자를 위한 대표적 구성요소의 하나인 마이크로스트립을 이용하는 소자는 넓은 점유면적으로 인하여 고주파 집적회로의 소형화를 제한하는 중요한 요인이 되고 있다. 본 논문에서는 신호의 진행 방향으로 마이크로스트립 도체를 주기적으로 천공함으로써 slow-wave 효과를 얻는 천공된 마이크로스트립을 제안하고 해석과 실험을 통하여 성능의 우수성을 확인하였다. 천공된 마이크로스트립의 특성 임피던스 정합(50 Ω)과 Q 값 등은 기존의 변조된 폭을 갖는 마이크로스트립보다 향상됨을 관찰하였다. 본 천공된 마이크로스트립은 그 구조의 단순함으로 보다 우수한 Q 값을 얻을 수 있으며 초고주파 소자의 소형화에 매우 효과적으로 이용될 것이다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제5권4호
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• pp.614-624
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• 2013

The resonance power buoy is a convincing tool that can increase the extraction efficiency of wave energy. The buoy needs a corresponding draft, to move in resonance with waves within the peak frequency band where wave energy is concentrated. However, it must still be clarified if the buoy acts as an effective displacement amplifier, when there is insufficient water depth. In this study, the vertical displacement of a circular cylinder-type buoy was calculated, with the spectrum data observed in a real shallow sea as the external wave force, and with the corresponding draft, according to the mode frequency of normal waves. Such numerical investigation result, without considering Power Take-Off (PTO) damping, confirmed that the area of the heave responses spectrum can be amplified by up to about tenfold, compared with the wave energy spectrum, if the draft corresponds to the peak frequency, even with insufficient water depth. Moreover, the amplification factor of the buoy varied, according to the seasonal changes in the wave spectra.

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 2000년도 춘계종합학술대회
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• pp.484-488
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• 2000

본 논문에서는 형광등용 인버터에서 발생하는 고조파를 억제할 수 있는 2단 평활랑 콘덴서를 이용한 고효율 고조파 저감회로를 제안한다. 형광등용 인버터에 직류전원으로서 사용되는 전파 전류의 파형은 전압 평활 콘덴서가 충전될 때 입력전압의 최대치 부근에서 펄스형태를 가지는 돌입전류의 발생으로 인해 많은 고조파들을 함유하게 된다. 따라서 이 고조파의 원인이 되는 돌입전류를 억제하기 위하여 본 논문에서는 전단 평활용 콘덴서의 충전전압을 이용하여 입력에서의 갑작스러운 충전전류를 억제하는 방법을 제안하였다. 그 결과 공급전류에서의 고조파의 발생을 억제하여 역율을 개선하게된다. 이에 대한 타당성을 시뮬레이션을 통하여 확인하였다.

• 한국해안해양공학회지
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• 제19권2호
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• pp.146-150
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• 2007

개정설계파의 극치분포를 확산모수를 이용하여 분석하였으며 케이슨방파제 기대활동량 산정을 통하여 확산모수가 방파제 성능에 미치는 영향을 분석하였다. 확산모수가 통상적 값보다 클 때 극치분포함수를 이용해 발생시킨 년최대 유의파 중에서 50년 빈도 설계파보다 매우 큰 이례적인 파가 발생하는 현상을 확인하였다. 개정설계파의 확산모수는 외국사례와 비교한 결과 상대적으로 큰 값을 가지며 방파제 기대활동량 평가시 결정론적 안전율이 충분히 높은 경우에도 매우 큰 활동량을 유발하는 것으로 확인되었다.

• 대기
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• 제30권3호
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• pp.237-248
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• 2020

In order to effectively prepare for damage caused by weather events, it is important to proactively identify the possible impacts of weather phenomena on the domestic society and economy. Text mining and Network analysis are used in this paper to build a database of damage types and levels caused by heat wave. We collect news articles about heat wave from the SBS news website and determine the primary and secondary effects of that through network analysis. In addition to that, based on the frequency with which each impact keyword is mentioned, we estimate how much influence each factor has. As a result, the types of impacts caused by heat wave are efficiently derived. Among these types of impacts, we find that people in South Korea are mainly interested in algae and heat-related illness. Since this technique of analysis can be applied not only to news articles but also to social media contents, such as Twitter and Facebook, it is expected to be used as a useful tool for building weather impact databases.

• International Journal of Naval Architecture and Ocean Engineering
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• 제6권4호
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• pp.947-964
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• 2014

Rubble mound breakwaters protect the coastal line against severe erosion caused by wave action. This study examined the performance of different sizes and properties (i.e. height of vertical wall and tetrapod size) of rubble mound breakwaters on reducing the overtopping discharge. The physical model used in this study was derived based on an actual rubble mound in Busan Yacht Harbor. This research attempts to fill the gap in practical knowledge on the combined effect of the armor roughness and vertical wall on wave overtopping in rubble mound breakwaters. The main governing parameters used in this study were the vertical wall height, variation of the tetrapod weights, initial water level elevation, and the volume of overtopping under constant wave properties. The experimental results showed that the roughness factor differed according to the tetrapod size. Furthermore, the overtopping discharge with no vertical wall was similar to that with relatively short vertical walls (${\gamma}_v=1$). Therefore, the experimental results highlight the importance of the height of the vertical wall in reducing overtopping discharge. Moreover, a large tetrapod size may allow coastal engineers to choose a shorter vertical wall to save cost, while obtaining better performance.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2001년도 춘계학술대회 논문집
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• pp.186-195
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• 2001

The purpose of this study is to develop the time-dependent, one-dimensional numerical model on the interaction between irregular waves and two-layer permeable coastal structures, by extending and modifying the numerical model PBREAK(Wurjanto and Kobayashi, 1992) which is applicable only to one-layer permeable coastal structures. The two-layer permeable coastal structure consists of two permeable underlayers with different permeable media resting on an impermeable slope and an armor layer covering the permeable underlayer. The numerical model of this study simulates the wave over rough permeable underlayer of arbitrary geometry as well as the waves inside two-permeable underlayers of arbitrary thickness for specified normally-incident irregular waves. The utility of the numerical model is founded from comparing with PBREAK and the four hydraulic model tests under irregular waves. The sensitivities of computed results according to typical parameters(porosity, stone diameter, horizontal width of the permeable underlayer) and major factors(friction factor of primary armor layer etc.) discussed.