• Structural Engineering and Mechanics
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• 제44권1호
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• pp.1-13
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• 2012

In this paper the dynamic behavior of a viscoelastic Timoshenko beam subjected to a concentrated moving load are studied analytically and numerically. The viscoelastic properties of the beam obey the linear standard model in shear and incompressible in bulk. The governing equation for Timoshenko beam theory is obtained in viscoelastic form using the correspondence principle. The analytical solution is based on the Fourier series and the numerical solution is performed with finite element method. The effects of the material properties and the load velocity are investigated on the responses by numerical and analytical methods. In addition, the results are compared with the Euler beam results.

• 대한전기학회논문지:전력기술부문A
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• 제48권3호
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• pp.197-202
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• 1999

Electric arc furnaces (EAFs) use bulk electrical energy to create heat in metal refining industries. The electric arc process is a main cause of the degradation of the electric power quality such as voltage flicker due to the interaction of the high demand currents of the load with the supply system impedance. The stochastic models have described the aperiodic physical phenomena of EAFs. An alternative approach is to include deterministic chaos in the characterization of the arc currents. In this parer, a chaotic approach to such modeling is described and justified. At the same time, a DLL(Dynamic Link Library) module, which is a FORTRAN interface with TACS (Transient Analysis of Control Systems), is developed to implement the chaotic load model in the Electromagnetic Transients Program (EMTP). The details of the module and the results of tests performed on the module to verify the model and to illustrate its capabilities are presented in this paper.

• 대한기계학회논문집
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• 제14권2호
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• pp.358-366
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• 1990

As a basic study to clarify the scoring resistance in lubricated sliding contact, the temperature rise on frictional surface was analyzed by theoretical method and the effects of various factors on the temperature rise were examined. On the basic of the results obtained theoretically, the practical equations to calculate the maximum average temperature of the contact surface were proposed which are applicable to sliding contact. Then, the effects of sliding velocity and oil temperature on the seizure behavior, and the relation between seizure and temperature rise were investigated. The following conclusions are deduced : The maximum average temperature rise and the other bulk temperature. The former is affected by the size of heat supply region and the sliding velocity, the latter is affected by heat transfer coefficient. Without regard to the operating condition such as sliding velocity, oil temperature and operating time at each load-step, the maximum average temperature just before seizure is nearly constant except in the region of lower velocity. Consequently, the maximum average temperature of the contact surface in boundary lubrication is a useful criterion to predict the scoring of sliding contact.

• Structural Engineering and Mechanics
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• 제37권2호
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• pp.215-231
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• 2011

As a brittle and heterogeneous material, concrete behaves differently under different stress conditions and its bulk strength is loading rate dependent. To a large extent, the varying behavioural properties of concrete can be explained by the mechanical failure processes at a mesoscopic level. The development of a computational mesoscale model in a general finite element environment, as presented in the preceding companion paper (Part 1), makes it possible to investigate into the underlying mechanisms governing the bulk-scale behaviour of concrete under a variety of loading conditions and to characterise the variation in quantitative terms. In this paper, we first present a series of parametric studies on the behaviour of concrete material under quasi-static compression and tension conditions. The loading-face friction effect, the possible influences of the non-homogeneity within the mortar and ITZ phases, and the effect of randomness of coarse aggregates are examined. The mesoscale model is then applied to analyze the dynamic behaviour of concrete under high rate loading conditions. The potential contribution of the mesoscopic heterogeneity towards the generally recognized rate enhancement of the material compressive strength is discussed.

• 대한기계학회논문집A
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• 제27권10호
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• pp.1630-1635
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• 2003

The deformation and fracture behaviors of a bulk amorphous metal, Zr-based one (Zr$\_$41.2/Ti$\_$13.8/Cu$\_$12.5/Ni$\_$10/Be$\_$22.5/: Vitreloy), were investigated over a strain rate range (7x10$\^$-4/～4 s$\^$-1/). The uniaxial compression test and the indentation test using 3mm-diameter WC balls were carried out under quasi-static loading conditions. As a result, at the uniaxial compressive state, the fracture stress of the material was very high (～1,700MPa) and the elastic strain limit was about 2%. The fracture strength showed a strain rate independent behavior up to 4 s$\^$-1/. Using indentation tests, the plastic deformation behavior of the Zr-based BAM up to a large strain value of 15% could be achieved, even though it was the deformation under locally constrained condition. The Meyer hardness of the Zr-based BAM measured by static indentation tests was about 5 GPa and it revealed negligible strain hardening behavior. At indented sites, the plastic indentation occurred forming a crater and well-developed multiple shear bands were generated around it along the direction of 45 degree when the indentation load exceeded 7kN. With increasing indentation load, shear bands became dense. The fracture surface of the specimen after uniaxial compressive tests showed vein-like pattern, typical morphology of many BAMs.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2016년도 추계학술대회
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• pp.520-523
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• 2016

본 논문에서는 MPPT(Maximum Power Point Tracking) 기능을 갖는 열에너지 하베스팅을 위한 DC-DC컨버터를 설계하였다. 설계된 회로는 열전소자로부터 수확된 낮은 전압을 변환하여 부하에 승압된 전압을 공급한다. 시동회로는 제어기가 동작할 수 있는 VDD를 공급하고 결과적으로 Main 부스트 변환기의 파워스위치를 ON/OFF하게 되며, 스위칭 동작을 통해 부하에 승압된 전압을 공급한다. Bulk-driven 비교기를 이용하여 낮은 전압에서도 비교동작을 가능하게 하였고, 이를 이용하여 시스템 효율을 높이고, 전압안정화 동작을 하게 된다. 최대 효율은 76%이다. 제안된 회로는 0.35um CMOS 공정으로 설계되었으며, 모의실험을 통하여 동작을 검증하였다. 설계된 회로의 칩 면적은 $933um{\times}769um$이다.

• 조명전기설비학회논문지
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• 제18권5호
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• pp.83-89
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• 2004

최근 전력계통의 대형화와 중조류 설비의 증가 등으로 계통내부에서 소모되는 무효전력 급증에 따라 계통전압관리차원에서 부하역률 관리의 중요성이 새롭게 대두되고 있다. 따라서 본 논문에서는 최소자승법(Least Square Method)을 이용하여 변압기 무효전력 손실량을 산출하였으며, 유량평균법(Average Flow Method)을 사용하여 부하특성에 따른 지역별, 계절별, 시간대별 부하역률 대표모델을 수립하였다.

• 정보과학회 논문지
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• 제41권10호
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• pp.792-798
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• 2014

R-tree는 공간 데이터베이스 분야에서 가장 널리 쓰이는 색인 구조이며 다양한 변형된 기법들이 제안되었다. 이 기법들 중 Hilbert R-tree는 공간 채움 곡선인 Hilbert 곡선을 이용해서 대용량의 데이터를 고비용의 분할 과정 없이 R-tree를 구성하는 기법이다. 하지만 기존의 CPU기반의 Hilbert R-tree는 대용량의 데이터를 처리할 때는 순차적인 접근으로 발생되는 고비용의 전처리 비용과 느린 구축시간으로 실제 응용에 적용되기에는 한계가 있다. 본 논문에서는 이러한 문제를 해결하기 위해 GPU를 이용해서 데이터의 Hilbert 매핑을 병렬화 하고 이를 통해서 최종적으로 GPU의 메모리에 Hilbert R-tree의 벌크로딩을 고속화하는 기법을 제안한다. GPU기반의 Hilbert R-tree는 inversed-cell 기법과 트리구조 패킹의 병렬화 기법을 통해서 벌크로딩의 성능을 향상시켰다. 실험 결과에서는 기존의 CPU 기반의 벌크로딩에 비해 최대 45배의 성능향상을 보여주었다.

• 한국산림과학회지
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• 제100권3호
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• pp.402-407
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• 2011

본 연구의 목적은 경북 봉화 지역에 분포하는 소나무림을 대상으로 수관의 수직적 구조, 수관연료밀도, 수관특성을 분석하고, 수관연료량 추정을 위한 회귀모형을 개발하는 것이다. 소나무림에 대한 수관의 수직적 구조에서 연료량 비율은 수관의 중간부분이 가장 높은 것으로 나타났으며, 수관연료량에서 잎과 가지가 차지하는 비율은 잎 25%, 직경 1 cm이하 가지 33%로 수관화 확산 시 이용 가능한 수관연료량은 총 58%를 차지하는 것으로 나타났다. 봉화 지역 소나무림에 대한 평균 수관연료밀도는 $0.45kg/m^3$으로 매우 높게 나타났고, 잎과 1 cm이하의 이용 가능한 연료밀도는 $0.27kg/m^3$으로 나타났다. 선형회귀식과 비선형회귀식을 이용하여 이용 가능한 수관연료량과 전체 수관연료량을 추정한 결과, 선형회귀식의 경우 결정계수($R^2$)가 각각 84%, 88%로 나타난 반면에, 비선형회귀식의 경우 결정계수가 각각 90%, 95%로 더 높게 나타났다. 본 연구에서 제시된 상대생장식은 봉화 지역 소나무림의 산불관리와 수관화모델에 대한 정량적인 연료량 정보를 제공해 줄 수 있다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회A
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• pp.1690-1695
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• 2007

Lightweight metallic truss structures with open, periodic cell are currently being investigated because of their multi-functionality such as thermal management and load bearing. The Kagome truss PCM has been proved that it has higher resistance to plastic buckling, more plastic deformation energy and lower anisotropy than other truss PCMs. The subject of this paper is an examination of the failure mechanism of Wire woven Bulk Kagome(WBK). To address this issue, the out-of-plane compressive responses of the WBK has been measured and compared with theoretical and finite element (FE) predictions. For the experiment, 2 multi-layered WBK are fabricated and 3 specimens are prepared. For the theoretical analysis, the brazed joints of each wire in WBK are modeled as the pin-joint. Then, the peak stress of compressive behavior and elastic modulus are calculated based on the equilibrium equation and energy method. The mechanical structure with five by five cells on the plane are constructed is modeled using the commercial code, PATRAN 2005. and the analysis is achieved by the commercial FE code ABAQUS version 6.5 under the incremental theory of plasticity.