• 한국방재학회 논문집
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• 제3권3호
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• pp.133-141
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• 2003

본 연구는 비균열 무근콘크리트에 매입된 앵커의 앵커간격 및 하중방향에 따른 전단내력 평가를 목적으로 하고 있다. 이를 위하여 앵커의 전단내력 설계식을 비교 평가하였으며, 실험값과 기존의 설계식의 예측값을 비교 분석하였다. 그 결과, 앵커간격 및 하중방향에 따른 CCD 방법 및 EOTA 설계식은 합리적인 설계방법임을 알 수 있었다.

• 한국생산제조학회지
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• 제25권6호
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• pp.458-461
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• 2016

In this study, a finite element analysis for high-speed blanking of mild steel is performed. A thermomechanically coupled simulation model of a blanking process was developed using ABAQUS/Explicit. Through a simulation of the high-speed blanking process of mild steel, the influence of the punch speed, tool edge radius, and work material thickness on the development of the plastic heat and punch load were studied. The results of the study revealed that a higher punch speed caused thermal softening of the work material and decreased the punch load. Decreasing tool edge radius could help reduce the punch load. In addition, the results of the study revealed that the thermal softening effect was more dominant in the blanking of a mild steel sheet with a greater thickness as compared to that in the blanking of a mild steel sheet with a lower thickness.

• Journal of Power Electronics
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• 제7권3호
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• pp.246-256
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• 2007

In this paper, a novel type auxiliary active edge resonant snubber assisted zero current soft switching pulse modulation Single-Ended Push Pull (SEPP) series load resonant inverter using IGBT power modules is proposed for cost effective consumer high-frequency induction heating (IH) appliances. Its operating principle in steady state is described by using each switching mode's equivalent operating circuits. The new multi resonant high-frequency inverter with series load resonance and edge resonance can regulate its high frequency output power under a condition of a constant frequency zero current soft switching (ZCS) commutation principle on the basis of the asymmetrical pulse width modulation (PWM) control scheme. Brand-new consumer IH products using the proposed ZCS-PWM series load resonant SEPP high-frequency inverter using IGBTs is evaluated and discussed as compared with conventional high-frequency inverters on the basis of experimental results. In order to extend ZCS operation ranges under a low power setting PWM as well as to improve efficiency, the high frequency pulse density modulation (PDM) strategy is demonstrated for high frequency multi-resonant inverters. Its practical effectiveness is substantially proved from an application point of view.

• Structural Engineering and Mechanics
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• 제89권3호
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• pp.239-252
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• 2024

Steel plate shear walls (SPSWs) are classified as lateral load-resisting systems. The feasibility of openings in the steel plate is a characteristic of SPSWs. The use of openings in SPSWs can lower the load capacity, stiffness, and energy dissipation. This study proposes a novel form of SPSWs that provides convenient access through openings by combining steel plates and eccentrically braced frames (EBFs). The proposed system also avoids a substantial reduction in the strength and stiffness. Hence, various geometric forms were analyzed through two different structural approaches. Groups 1, 2, and 3 included a steel EBF with a steel plate between the column and EBF in order to improve system performance. In Group 4, the proposed system was evaluated within an SPSW with openings and an EBF on the opening edge. To evaluate the performance of the proposed systems, the nonlinear finite element method (NL-FEM) was employed under cyclic loading. The hysteresis (load-drift) curve, stress contour, stiffness, and damping were evaluated as the structural outputs. The numerical models indicated that local buckling within the middle plate-EBF connection prevented a diagonal tension field. Moreover, in group 4, the EBF and stiffeners on the opening edge enhanced the structural response by approximately 7.5% in comparison with the base SPSW system.

• 한국구조물진단유지관리공학회 논문집
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• 제19권3호
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• pp.55-63
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• 2015

콘크리트용 후설치 세트앵커는 콘크리트가 경화된 후에 설치되는 앵커이며 시공 장비의 발달과 시공의 유연성 및 용이성으로 사용량이 증가하고 있는 실정이다. 전단하중을 받는 앵커는 강재 파괴, 콘크리트 파열파괴, 콘크리트 프라이아웃 파괴 등의 대표적인 파괴모드를 보인다. 본 연구에서는 매입깊이, 연단거리 및 콘크리트 강도를 변수로 한 세트앵커의 실험 및 유한요소 해석 결과를 통하여 콘크리트에 매입된 저하중용 후설치 세트앵커의 전단 파괴거동에 미치는 영향을 규명하는 것을 그 목적으로 한다. 매입깊이 변수의 실험 결과 매입깊이가 얕을수록 콘크리트 강도의 영향이 큰 것으로 나타났다. 연단거리 변수의 실험 결과 동일한 파괴모드를 보이면서 콘크리트 강도의 영향이 크지 않은 것으로 나타났다. 강재 파괴가 발생한 실험 결과를 비교해 보았을 때 콘크리트 강도가 클수록 변위가 상대적으로 더 작게 나타났다.

• Structural Engineering and Mechanics
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• 제21권1호
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• pp.67-82
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• 2005

This study analyzes stress intensity factors for a number of periodic edge cracks in a semiinfinite medium subjected to a far field uniform applied load along with a distribution of eigenstrain. The eigenstrain is considered to be distributed arbitrarily over a region of finite depth extending from the free surface. The cracks are represented by a continuous distribution of edge dislocations. Using the complex potential functions of the edge dislocations, a simple as well as effective method is developed to calculate the stress intensity factor for the edge cracks. The method is employed to obtain the numerical results of the stress intensity factor for different distributions of eigenstrain. Moreover, the effect of crack spacing and the intensity of the normalized eigenstress on the stress intensity factor are investigated in details. The results of the present study reveal that the stress intensity factor of the periodic edge cracks is significantly influenced by the magnitude as well as distribution of the eigenstrain within the finite depth. The eigenstrains that induce compressive stresses at and near the free surface of the semi-infinite medium reduce the stress intensity factor that, in turn, contributes to the toughening of the material.

• 콘크리트학회지
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• 제10권4호
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• pp.135-143
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• 1998

현행 AASHTO 및 AASHTO LRFD 설계기준에는 차선하중에 대한 윤하중분포폭을 차륜하중에 적용되는 윤하중분포폭의 2배를 적용하도록 규정하고 있다. 이에 반해 국내 도로교 표준시방서에는 차선하중에 대한 윤하중분포폭의 규정은 없는 실정이다. 본 연구에서는 연속 철근콘크리트 슬래브 교량에 대한 윤하중분포폭에 관한 연구를 수행하였다. 연속슬래브 교량의 윤하중분포폭에 영향을 미치는 인자들로는 지간길이, 교량폭, 단부보 및 지점조건이 있다. 이들 각 인자들에 대한 유한 요소 모델의 구성 및 해석을 통하여 연속 철근콘크리트 슬래브 교량의 합리적인 윤하중분포폭의 식을 제안하였다. 본 연구에서 제안된 윤하중분포폭의 식은 현행 도로교 표준시방서에 제시되어 있지 않은 철근콘크리트 연속 슬래브 교량의 보다 정확한 설계 및 합리적인 내하력 산정시 매우 효율적으로 사용될 것으로 사료된다.

• Tribology and Lubricants
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• 제14권1호
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• pp.7-13
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• 1998

The static characteristics of a five-pad tilting pad journal bearing of load on pad (LOP) type have been investigated experimentally under the different values of bearing load and shaft speed. The diameter and length of the bearing are 300.91 mrn and 149.8 mm, reslx;ctively. Circumferential distribution of the film pressure, film thickness, journal surface temperature and beating surface temperature are measured. A noticeable inlet pressure rise is observed at the entrance of each pad, especially the bottom pad. The inlet pressure is increased by the increase of shaft speed as well as bearing load. In the five-pad tilting pad joumal bearing of LOP type, almost all of beating load is being carried only by the bottom pad. The maximum bearing surface temperature is observed at near the minimum film thickness. It is observed that the metal temperature of the mid-plane is higher than that of the edge at the inlet region, while the metal temperature of the edge is higher than that of the mid-plane at the outlet region.

• 한국전자거래학회지
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• 제9권3호
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• pp.277-288
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• 2004

멀티미디어 컨텐츠의 전송은 대용량 및 비정형적인 데이터를 처리해야하는 특성을 해결하는 데 목적이 있다. 이를 지원하기 위한 멀티캐스팅 기술에 대한 연구가 최근 활발히 진행되고 있다 본 연구에서는 멀티미디어 컨텐츠를 안정적이고 신속하게 전송하기 위해, 서버 그룹간의 멀티캐스트 라우팅을 지원하는 기법을 제안한다. 서버 노드의 부하에 따른 가중치에 따라 라우팅을 하여, 부하가 가중된 노드를 고려하여 컨텐츠 전송의 효율을 높이는 방법으로, 가중치는 멀티캐스트 서버의 통신 부하에 따라 계산한다. CDN(Contents Delivery Network)에서 둘 이상의 ES(Edge Server)가 존재하는 경우, 지연이 적은 라우팅을 제공함으로써 멀티미디어 컨텐츠를 효과적으로 전송할 수 있다. 멀티캐스트 서버간의 라우팅 기법을 설계하고 분석을 통해 네트워크의 부하를 줄여 네트워크 지연이 감소됨으로써 전체 네트워크 성능이 향상됨을 보인다.

• Computers and Concrete
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• 제13권4호
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• pp.569-585
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• 2014

In this paper, a four-layer road structure consisting of an edge transverse crack is simulated using three-dimensional finite element method in order to capture the influence of a single-axle wheel load on the crack propagation through the asphalt concrete layer. Different positions of the vehicular load relative to the cracked area are considered in the analyses. Linear elastic fracture mechanics (LEFM) is used for investigating the effect of the traffic load on the behavior of a crack propagating within the asphalt concrete. The results obtained show that the crack front experiences all three modes of deformation i.e., mode I, mode II and mode III, and the corresponding stress intensity factors are highly affected by the crack geometry and the vehicle position. The results also show that for many loading situations, the contribution of shear deformation (due to mode II and mode III loading) is considerable.