• Proceedings of the KIPE Conference
• /
• 2012.07a
• /
• pp.183-184
• /
• 2012

본 논문에서는 출력 인덕터 리플과 2차 측 정류기의 공진 전압을 저감할 수 있는 다중 위상천이 풀 브리지 컨버터를 제안한다. 제안된 회로는 총 8개의 스위치가 사용되며, 각 4개의 스위치가 하나의 위상천이 풀 브리지 인버터 부를 구성하는 구조이다. 기존 위상천이 풀 브리지 컨버터의 경우, 진상레그와 지상레그의 위상차이를 조절하여 출력전압을 제어하는데 반해, 제안된 회로는 진상레그와 지상레그의 위상차이 뿐만 아니라 각 풀 브리지 인버터 부의 위상차이를 동시에 조절하여 출력전압을 제어하는 것이 특징이다. 이를 통하여 제안회로는 출력 인덕터 전류 리플 및 2차 측정류기의 공진 전압을 크게 저감시킬 수 있어 고 효율화에 유리하다. 본 논문에서는 제안된 회로의 이론적 해석 및 PSIM 모의실험을 수행하며, 450W급 시작품을 제작하여 제안회로의 타당성을 검증하였다.

• Proceedings of the KIPE Conference
• /
• 2012.07a
• /
• pp.335-336
• /
• 2012

본 논문에서는 출력 인덕터 전류의 리플을 저감할 수 있는 새로운 방식의 위상천이 풀 브리지 컨버터를 제안한다. 제안된 회로는 2개의 풀 브리지 인버터가 연결된 구조로 되어 있으며 하나의 풀 브리지 인버터가 고정 위상($0^{\circ}$)으로 동작할 때, 다른 풀 브리지 인버터의 위상을 조절하여 출력 전압을 제어하는 방식이다. 정상 동작 시, 제안회로는 기존 위상천이 풀 브리지 컨버터에 비해 출력 인덕터 전류 리플이 매우 작고, 2차 측 정류기의 공진 전압도 작아져 출력 LC 필터의 소형화 및 고효율화가 가능하여 대전류 사양에 매우 적합한 장점을 갖는다. 본 논문에서는 제안된 회로의 이론적인 특성을 분석하고, 450W 전원장치를 시작품으로 제작하여 그 우수성을 확인하였다.

• Proceedings of the KIEE Conference
• /
• 1993.07b
• /
• pp.753-755
• /
• 1993

Full Bridge Diode Rectification and Phase Controlled SCR Rectification are the most widely used methods of power conversion($AC{\rightarrow}DC$) in Power Electronic products such as UPS systems. But using these types of converters can lead to the following problems. First, they generate harmonics on the AC input side, which can cause interference in other equipment connected to the same commercial power line. Second, they deteriorate the power factor so that the input power capacity or the equipment becomes larger than the actual rated output capacity. As a means to overcome these problems an IGBT type PWM Converter, which applies a current control algorithm, is proposed. In this paper the enhancement of the converter performance is shown through simulation.

• Journal of Korean Society of Steel Construction
• /
• v.18 no.2
• /
• pp.181-189
• /
• 2006

This study analyzes the effects of the curvature friction coefficient, the wobble friction coefficient, and the increased strength of concrete, reinforced tendon on optimum de signs by using the optimum-design program, to minimize the cost of a PSC box girder bridge using the full staging method. The objective of this study is to find a proper tendon for the friction coefficient, and thereafter, to indicate the direction of the study development about tendons and to indicate the direction of a study on the increased strength of used materials. This program used the SUMT procedure and Kavlie's extended-penalty function to allow infeasible design points in the process. Powel's direct method was used in searching design points, and the gradient approximate method was used to reduce the design hours.

• Journal of Power Electronics
• /
• v.17 no.4
• /
• pp.905-913
• /
• 2017

To enhance the zero-voltage switching (ZVS) range and power density of the phase-shift full-bridge (PSFB) ZVS converters used in geophysical exploration, an additional resonant inductor is used as a leakage inductance and a blocking capacitor which is equivalent to interlayer capacitance is integrated into a novel integrated inductor-capacitor-transformer (L-C-T). The leakage inductance and equivalent interlayer capacitance of the novel integrated L-C-T are difficult to determine by conventional methods. To address this issue, this paper presents accurate and efficient methods to compute the leakage inductance and equivalent interlayer capacitance. Moreover, the accuracy of this methodology, which is based on electromagnetic energy and Lebedev's method, is verified by an experimental analysis and a finite element analysis (FEA). Taking the problems of the novel integrated L-C-T into consideration, the losses of the integrated L-C-T are analyzed and the temperature rise of the integrated L-C-T is determined by FEA. Finally, a PSFB ZVS converter prototype with the novel integrated L-C-T is designed and tested.

• Structural Engineering and Mechanics
• /
• v.73 no.1
• /
• pp.17-25
• /
• 2020

A finite element (FE) model for analyzing slender reinforced high-strength concrete (HSC) columns under biaxial eccentric loading is formulated in terms of the Euler-Bernoulli theory. The cross section of columns is divided into discrete concrete and reinforcing steel fibers so as to account for varied material properties over the section. The interaction between axial and bending fields is introduced in the FE formulation so as to take the large-displacement or P-delta effects into consideration. The proposed model aims to be simple, user-friendly, and capable of simulating the full-range inelastic behavior of reinforced HSC slender columns. The nonlinear model is calibrated against the experimental data for slender column specimens available in the technical literature. By using the proposed model, a numerical study is carried out on pin-ended slender HSC square columns under axial compression and biaxial bending, with investigation variables including the load eccentricity and eccentricity angle. The calibrated model is expected to provide a valuable tool for more efficiently designing HSC columns.

• Smart Structures and Systems
• /
• v.24 no.5
• /
• pp.607-616
• /
• 2019

The video deflectometer based on digital image correlation is a non-contacting optical measurement method which has become a useful tool for characterization of the vertical deflections of large structures. In this study, a novel imaging model has been established which considers the variations of pitch angles in the full image. The new model allows deflection measurement at a wide working distance with high accuracy. A monocular video deflectometer has been accordingly developed with an inclination sensor, which facilitates dynamic determination of the orientations and rotation of the optical axis of the camera. This layout has advantages over the video deflectometers based on theodolites with respect to convenience. Experiments have been presented to show the accuracy of the new imaging model and the performance of the monocular video deflectometer in outdoor applications. Finally, this equipment has been applied to the measurement of the vertical deflection of Yingwuzhou Yangtze River Bridge in real time at a distance of hundreds of meters. The results show good agreement with the embedded GPS outputs.

• Advances in concrete construction
• /
• v.5 no.5
• /
• pp.469-479
• /
• 2017

Balanced cantilever construction is extensively used in the construction of prestressed concrete (PSC) box-girder bridges. Shear-lag effect is usually considered in finished bridges, while the cumulative shear-lag effect in bridges during balanced cantilever construction is considered only rarely. In this paper, based on the balanced cantilever construction sequences of large-span PSC box-girder bridges, the difference method is employed to analyze the cumulative shear-lag effect of box girders with varying depth under the concrete segments' own weight. During cantilever construction, no negative shear-lag effect is generated, and the cumulative shear-lag effect under the balanced construction procedure is greater than the instantaneous shear-lag effect in which the full dead weight is applied to the entire cantilever. Three cross-sections of Jianjiang Bridge were chosen for the experimental observation of shear-lag effect, and the experimental results are in keeping with the theoretical results of cumulative shear-lag effect. The research indicates that only calculating the instantaneous shear-lag effect is not sufficiently safe for practical engineering purposes.

• Journal of the Korean Solar Energy Society
• /
• v.39 no.1
• /
• pp.51-58
• /
• 2019

This paper deals with the operation of a hybrid power generation system made with photovoltaic cells and piezoelectric materials. The system can produce power from the wind as well as from the sun subject to their availability. Irrespective of the largeness of their power production, the power developed by both generators (i.e., phtovoltaic cells and piezoelectric cells) were combined and stored before it was applied to a load. Especially, the AC power (current) developed from each piezoelectric generator was converted by a full wave bridge rectifier and then combined prior to its storage in a capacitor. It was observed that the system can produce a maximum output power of 6.49 mW at loading resistance of $100{\Omega}$.

• The Journal of the Korea institute of electronic communication sciences
• /
• v.13 no.6
• /
• pp.1177-1182
• /
• 2018

We designed a 500W zero voltage switching DC / DC converter operating at 100Mhz with phase shift topology using UCC3895 driver. The dead time of the UCC3895 driver is designed so that the leading and lagging leg of the full bridge can be driven separately. So, the dead time can be given between the two legs separately. The dead time, which is an asymmetrical relationship between the two legs, enables the implementation of zero voltage switching. This paper proposed a negative feedback circuit design method for stable output voltage. The maximum efficiency of the prototype was 95.5% at $500{\Omega}$ load.