• Coupled systems mechanics
• /
• 제7권3호
• /
• pp.321-331
• /
• 2018

When a cantilever beam with a lumped mass at its free end undergoes free transverse vibration, internal axial forces are produced in the beam. Such internal axial forces have an effect on free transverse vibration of the beam. This effect is studied in this paper. The equations of motion for the beam in terms of the generalized coordinates including the effect are derived. The method for determining free transverse vibration of the beam including the effect is presented. In numerical simulations, the results of free transverse vibration of the free end of the beam including and not including the effect are obtained. Based on comparison between the results obtained, the conclusions concerning the effect are given.

• 대한전기학회논문지:전기기기및에너지변환시스템부문B
• /
• 제52권9호
• /
• pp.442-447
• /
• 2003

Motors with HTS wires or bulks have been developing recently. Those are large synchronous motor with HTS wires at the field winding in the rotor, hysteresis and reluctance motors with HTS bulk in the rotor. This paper presents the fabrication and test results of an HTS induction motor. Conventional end rings and short bars were replaced with HTS wires in the motor. Stator of the conventional induction motor was used as the stator of the HTS motor. Rated capacity and rpm at full rotor of the conventional motor were 0.75[kW] and 1,710[rpm]. Two, HTS wires are used in parallel to make the end rings and bars. The critical current of the BSCCO-2223 HTS wire which was used in the bars and end rings were 115[A]. Electrodynamometer was coupled directly to the shaft of the rotor with HTS wires.

• 한국지반공학회논문집
• /
• 제32권5호
• /
• pp.27-36
• /
• 2016

개단말뚝은 폐색정도에 따라 지지력이 다르게 나타나므로 개단말뚝 설계시 폐색효과를 고려하여야 한다. 이에 본 연구에서는 대변형 수치해석 기법 중 하나인 Coupled Eulerian-Lagrangian(CEL) 기법을 이용하여 말뚝의 항타 관입을 모사하여 사질토, 점성토 지반조건, 단일 지반의 탄성계수, 말뚝 선단지지 조건, 다층지반 조건에 대한 영향 분석을 수행하였다. 해석 결과 사질토 지반에서 점성토 지반보다 폐색정도가 큰 것으로 확인되었고, 사질토의 경우 지반의 강성이 클수록 폐색정도가 증가하는 것으로 나타났다. 말뚝 선단이 지지층에 근입된 경우, 그렇지 않은 경우보다 정지토압계수가 크게 나타나 폐색정도가 큰 것으로 확인되었다. 또한, 지반의 배열이 이질층인 경우 지반강성에 따라 정지토압계수가 다르게 결정됨을 알 수 있었다. 따라서 지반조건, 지층 등에 따라 정지토압계수를 다르게 적용하여 관내 내부마찰력을 산정할 필요가 있으며 이를 반영한 합리적인 지지력 산정을 할 필요가 있음을 알 수 있었다.

• 한국터널지하공간학회 논문집
• /
• 제10권4호
• /
• pp.421-430
• /
• 2008

불연속면이 발달한 암반 내에서 해저터널을 건설할 경우 절리내의 지하수 흐름이 터널거동에 커다란 영향을 미치므로 안정성 평가 시 수리-역학적 연계해석이 필요하다. 이에 본 연구에서는 불연속체의 연계해석 시 터널의 안전율을 산정하는 루틴의 검증을 위해 민감도 분석을 수행하였다. 이를 위해 암반블록과 절리의 상호작용을 해석할 수 있는 UDEC-2D 프로그램을 이용하였으며 총 324가지의 경우에 대하여 수치해석을 수행하였다. 결과적으로 불연속체 연계해석을 위해 제안된 안전율 산정 루틴이 타당한 결과를 줌을 확인하였다. 따라서, 본 연구에서 사용된 안전율 산정 방법이 불연속 암반 내에 시공되는 해저터널의 안정성 평가 시 효과적으로 사용될 수 있을 것으로 기대된다.

• 한국터널지하공간학회 논문집
• /
• 제10권1호
• /
• pp.91-104
• /
• 2008

터널의 경우 안정성을 정량적으로 평가하기 위해 안전율 개념이 제안된 바 있다. 이는 역학적 해석의 범주에 한정된 것으로 수리 역학적(hyro-mechanical) 연계해석의 범주에서는 해석 모델링의 복잡성으로 인해 안전율 개념이 적용된 연구는 극히 드문 실정이다. 최근 들어 수리-역학적 연계해석에 관한 연구가 활발히 진행되고 있다. 본 연구에서는 해저 터널의 안전율을 정확히 산정하기 위해 수리-역학적 연계해석 시 유도배수 모델링 방법을 비교 분석하였다. 수치해석 시 터널 내부로 유도배수하는 방법으로는 숏크리트 수리특성을 조절하는 유도배수 방법과 집수정을 이용한 유도배수 방법이 고려되었다. 두 방법의 비교를 위해 암반등급, 숏크리트 두께, 암반 수리특성에 대하여 민감도 분석을 수행하였고, 연구 결과 해저터널의 수리-역학적 연계해석 시 집수정을 이용한 유도배수 방법을 사용하는 것이 터널의 안정성을 검토하는 데에 보다 신뢰성이 높은 것으로 나타났다.

• KSII Transactions on Internet and Information Systems (TIIS)
• /
• 제10권1호
• /
• pp.79-95
• /
• 2016

In order to improve the Quality-of-Service (QoS) of latency sensitive applications in next-generation cellular networks, multi-path is adopted to transmit packet stream in real-time to achieve high-quality video transmission in heterogeneous wireless networks. However, multi-path also introduces two important challenges: out-of-order issue and reordering delay. In this paper, we propose a new architecture based on Software Defined Network (SDN) for flow aggregation and flow splitting, and then design a Multiple Access Radio Scheduling (MARS) scheme based on relative Round-Trip Time (RTT) measurement. The QoS metrics including end-to-end delay, throughput and the packet out-of-order problem at the receiver have been investigated using the extensive simulation experiments. The performance results show that this SDN architecture coupled with the proposed MARS scheme can reduce the end-to-end delay and the reordering delay time caused by packet out-of-order as well as achieve a better throughput than the existing SMOS and Round-Robin algorithms.

• 전자공학회논문지A
• /
• 제31A권5호
• /
• pp.85-93
• /
• 1994

We have studied the effect of channel and/or spacing chirpings on the near field and near field intensity patterns, modal gains and radiation angles of 6 supermodes in the index-guided laser arrays with 6 channels, on the basis of the coupled mode theory. The spacings between channels can be indenpendent parameters for control of the radiation angle. It is found that an asymmetrically v channel-chirped array has both a smaller radiation angle and better supermode discrimination characteristics than a uniform array. Comparing two approaches for enhancing modal stability in point of supermode discrimination characteristics, approach I which increases the coupling cofficient between the outer-most waveguides at each end of an otherwise uniform array, has superior discrimination characteristics to the approach II which increases the propagation constant for the end elements with the same coupling between neighbor elements. Approach III which has a narrower spacing between the outer-most waveguides at one end and a wider channel width of the outer-most waveguide at another end, gets a narrower radiation angle than the approach I and good supermode discrimination characteristics by applying optimized gain profiles.

• Coupled systems mechanics
• /
• 제2권1호
• /
• pp.85-110
• /
• 2013

Generally, mass concrete structural behavior is governed by the strain components. However, relevant guidelines in dam engineering evaluate the structural behavior of concrete dams using stress-based criteria. In the present study, strain-based criteria are proposed for the first time in a professional manner and their applicability in seismic failure evaluation of an arch dam are investigated. Numerical model of the dam is provided using NSAD-DRI finite element code and the foundation is modeled to be massed using infinite elements at its far-end boundaries. The coupled dam-reservoir-foundation system is solved in Lagrangian-Eulerian domain using Newmark-${\beta}$ time integration method. Seismic performance of the dam is investigated using parameters such as the demand-capacity ratio, the cumulative inelastic duration and the extension of the overstressed/overstrained areas. Real crack profile of the dam based on the damage mechanics approach is compared with those obtained from stress-based and strain-based approaches. It is found that using stress-based criteria leads to conservative results for arch action while seismic safety evaluation using the proposed strain-based criteria leads to conservative cantilever action.

• Advances in environmental research
• /
• 제5권4호
• /
• pp.251-262
• /
• 2016

The biodegradability and decomposition efficiencies increase with the pre-treatment of sludge in a digestion process. In this study, the feasibility of ultrasound coupled with potassium permanganate oxidation as a disintegration method and digestibility of aerobic reactor fed with disintegrated sludge with ultrasound coupled potassium permanganate were investigated. The first stage of the study focused on determining the optimum condition for ultrasonic pre-treatment for achieving better destruction efficiency of sludge. The second part of the study, the aerobic digestibility of sludge disintegrated with ultrasound and potassium permanganate oxidation alone and combined were examined comparatively. The results showed that when 20 min of ultrasonic pre-treatment applied, the specific energy output was 49384 kJ/kgTS with disintegration degree of 58.84%. During the operation of aerobic digester, VS/TS ratios of digesters fed with disintegrated sludge decreased indicating that disintegration methods could obviously enhance aerobic digestion performance. The highest reduction in volatile solids was 75% in the digester fed with ultrasound+potassium permanganate disintegrated sludge at the end of the operation compared to digester fed with raw sludge. Total Nitrogen (TN) and Total Phosphorus (TP) levels in sludge supernatant increased with this combined method significantly. Besides, it promoted the production of ${\bullet}OH$, thus enhancing the release of Carbon (C), Nitrogen (N) and Phosphorus (P) from the sludge. Disintegration with all methods used in this study could not improve Capillary Suction Time (CST) reduction in disintegrated digesters during the operation. The results demonstrated that the combined ultrasound treatment and potassium permanganate oxidation method improves the biodegradability compared to control reactor or their single application.

• Journal of Power Electronics
• /
• 제15권2호
• /
• pp.309-318
• /
• 2015

This study proposes a dual-output single-stage bridgeless single-ended primary-inductor converter (DOSSBS) that can completely remove the front-end full-bridge alternating current-direct current rectifier to accomplish power factor correction for universal line input. Without the need for bridge diodes, the proposed converter has the advantages of low component count and simple structure, and can thus significantly reduce power loss. DOSSBS has two uncommon output ports to provide different voltage levels to loads, instead of using two separate power factor correctors or multi-stage configurations in a single stage. Therefore, this proposed converter is cost-effective and compact. A magnetically coupled inductor is introduced in DOSSBS to replace two separate inductors to decrease volume and cost. Energy stored in the leakage inductance of the coupled inductor can be completely recycled. In each line cycle, the two active switches in DOSSBS are operated in either high-frequency pulse-width modulation pattern or low-frequency rectifying mode for switching loss reduction. A prototype for dealing with an $85-265V_{rms}$ universal line is designed, analyzed, and built. Practical measurements demonstrate the feasibility and functionality of the proposed converter.