• Transactions of the Korean Society of Mechanical Engineers
• /
• v.17 no.1
• /
• pp.90-100
• /
• 1993

A finite element formulation of vibration control of a laminated plate with piezoelectric sensor/ actuators is presented. Classical lamination theory with the induced strain actuation and Hamilton's principle are used to formulate the equations of motion of the system. The total charge developed on the sensor layer is calculated from the direct piezoelectric equation. The equations of motion and the total charge are discretized with 4 node, 12 degrees of freedom quadrilateral plate bending elements with one electrical degree of freedom. The mass and stiffness of the piezoelectric layer are introduced by treating them as another layer in laminated plate. Piezoelectric sensor/actuators are distributed, but discrete due to the geometry of electrodes. By defining an i.d. number of electrode for each element, modelling of electrodes with variable geometry can be achieved. The static response of a piezoelectric bimorph beam to electrical loading and sensor voltage to given displacement are calculated. For a laminated plate under the negative velocity feedback control, the direct time response by the Newmark-.betha. method and damped frequencies and modal damping ratios by modal state space analysis are derived.

• Journal of the Korean Society for Railway
• /
• v.19 no.1
• /
• pp.67-76
• /
• 2016

The asphalt-concrete trackbed system has many advantages in terms of maintenance and economics. However, methods to investigate practical use corresponding to the development of the trackbed system must be developed. The primary objective of this study was to evaluate the dynamic performance of the asphalt system in accordance with both the elastic and viscoelastic material characteristics and design thickness of the asphalt trackbed. More specifically, in order to reduce the uncertainty error of the Finite Element(FE) model, a three-dimensional full scale FE model was developed and then the infinite foundation model was considered. Finally, to compare the condition of viscoelastic materials, performance evaluation of the asphalt-concrete trackbed system was used to deal with the dynamic amplification factors; numerical results using isotropic-elastic materials in the FE analysis are presented.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
• /
• v.13 no.2
• /
• pp.208-216
• /
• 2002

In this paper, the design method of a waveguide broad-wall longitudinal slot array monopulse antenna of X-type monopulse axes is presented, and the method is verified through manufacture and measurement. In the antenna design of this paper, the antenna size is small and the monopulse axes are X-type. Thus, the common continuous aperture distribution fuction is not suitable and the power balance among antenna quadrants should be considered. Also, since the waveguide height is reduced into 0.1 wavelength, the modelling of the slot characteristics is not simple. Thus, in this paper, the aperture distribution is optimized by using random number, and the balance among the quadrants is achieved by applying the quadrant weighting factor during the aperture optimization process. Also, the moment method procedure is accelerated by applying the interpolation technique to some part of the moment matrix, and the moment method procedure is added to the array synthesis program as a subroutine so that the slot characteristics can be calculated directly when it is required. Based on this method, a antenna of 28dBi is designed and manufactured. It is found that the antenna characteristics is similar to design data.

• KIEAE Journal
• /
• v.12 no.6
• /
• pp.77-84
• /
• 2012

The current architectural design of unit modular has been based on 2D of CAD program, so unit modular character which needs unit information management, as a dried-member system, has no effect on design process. The purpose of this study is We have developed a suitable BIM design process, according to various works of construction, then tried to contribute to supply and activation of the urban-life-housing based on unit modular. The BIM modeling process based on unit modular has been in order of unit combination with preparing manual classification, and, it has been constructed, at construction site, from housing foundation to roof finish by Bottom-up method. At a manufacturing factory, it has been produced in order of 1) grouping materials and parts, 2) fabricating unit boxes, and 3) interference examination of unit boxes, and each order has been classified as housing structure, architecture, plumbing process separately. At a construction site, the fabrication has been done in order of, like as a real housing construction scenario, 1) RC foundation work 2) unit module job-site-fabrication work, 3) roof truss work, 4) plumbing and HVAC work, and 5) housing interior finish work. After modeling process, the interference examination on each work of construction has finally completed modeling. The Unit modular utilizing BIM modeling can make easy housing maintenance through systematic control with preparing manual of unit module information, and securing accurate and speedy construction information. And it will promote design credibility and create maximum effect of unit modular construction method, such as construction period reduction and upgrade of construction quality, etc., through the computer simulation as real as construction environment in cyber space, and with the interfering examination.

• Journal of the Korea Convergence Society
• /
• v.6 no.2
• /
• pp.19-24
• /
• 2015

Nowadays, the number of people who do not move actively or are treated for rehabilitation is increasing because of the disorder or the paralysis of their own lower body by the industrial disaster. In this study, the walker for the people whose bodies are not convenient or the old is investigated. The walkers due to the height of walker are designed and the structural simulation analysis is carried out. The study models of walker are modelled with CATIA program and analyzed with ANSYS program. As the analysis result, the models of 1, 2 and 3 have the maximum stresses extremely below the yield stress of this model and the elastic deformations at these models occurs. Among these models, As the maximum deformation of model 3 has the least value among these models, models 3 is thought to have the best durability. The safety of walker model can be estimated by the basis of the result of this study. The damage can be prevented and the durability is examined by applying this result into the design of walker. And it is possible to be grafted onto the convergence technique at design and show the esthetic sense.

• Journal of the Korean Institute of Gas
• /
• v.20 no.1
• /
• pp.7-12
• /
• 2016

Natural gas liquefaction process is essential to transport natural gas for long distances. Lots of compressors in this process are needed and the energy for these compressors can be supplied by drivers. Total driver cost can be changed by selecting various drivers. This study focused on the minimization of the driver cost to provide the energy to the compressors. Moreover, scenarios, extracting velocity is changed during whole operating period, are set with considering gas well capacity. The mathematical model was established by considering trade off relationship between the capital cost and the operating cost of the turbines. The model also considers the life time of the driver equipments. As the result, the driver cost of the optimized case was reduced by 6.4% than the base case.

• Tunnel and Underground Space
• /
• v.30 no.1
• /
• pp.98-107
• /
• 2020

In surface mining, it is very important to create a mining area for economical mining. This study examined the contribution of design factors on slope stability with different slope design and blasting conditions. The design factors were the properties of the rock, the slope angle and the bench height, and the blasting conditions were reflected at different explosive weight and distances. The safety factor of slope was calculated by shear strength reduction method through 3D modeling, and the contribution rate of rock slope was 94.8%, which is relatively higher than other design factors, slope angle 0.89%, bench height 0.58%, and blasting It is shown that it affects about 3.73%, and it can be seen that blasting at a close distance can affect the stability of the slope.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2016.05a
• /
• pp.292-292
• /
• 2016

논의 배수특성 분석은 물꼬 크기 및 개소수, 배수로 구성, 규모, 경사, 재질 등과 같은 물리적 특성 인자들의 영향으로 인해 일반적인 유역의 홍수량 산정을 위해 사용되는 수문학적 홍수추적 방법의 적용이 어렵다. 따라서 논에서의 유출을 모의하기 위해서는 수리학적 홍수추적 방법의 적용이 필요하며, 기존의 연구들은 대부분 1차원과 2차원의 수치 해석 기법으로 논의 유출 특성을 분석해왔다. 3차원 수치 해석 기법을 적용할 경우 1차원과 2차원에서 볼 수 없는 유동 특성 등을 파악할 수 있으며, 보다 정확한 유출 모의가 가능할 것으로 기대된다. 하지만 3차원 해석은 비교적 구조가 단순한 논에 적용하기에는 시간과 비용이 과도하게 소모된다는 단점이 있다. 한편, 상사법칙은 주로 실험의 스케일을 줄이기 위해 적용되어 왔다. 정확성에 대한 검증이 이루어진다면, 시간이 오래 걸리는 3차원 모델링에 상사법칙을 적용할 경우, 모의 시간을 단축시킬 수 있는 장점이 있을 것으로 사료된다. 따라서 본 연구에서는 3차원 수치 해석 모형인 FLOW-3D를 이용하여 논에서의 유출을 모의하고, 적용성을 평가하고자 한다. 또한 상사법칙을 이용하여 모의 시간을 단축할 수 있는 방법을 제시하고자 한다. 모의 대상으로 40m x 100m의 논 포장을 구성하였으며, 강우 및 관개에 따른 유출을 모의하였다. 모의 결과는 실측치 및 기존 연구의 결과와 비교하여 적용성을 평가하였다. 또한 수리학적 상사법칙을 적용하여 조건을 변화시켜가며 유출을 모의하였고, 모의 조건 및 모의 시간 변화에 따른 정확성을 분석하였다. 본 연구에서 제시한 방법은 논에서의 유출 모의의 정확성을 향상 시켜, 홍수 발생 시 농경지의 침수 대책 마련에 기여할 수 있을 것으로 기대된다.

• Journal of the Korea Society for Simulation
• /
• v.27 no.1
• /
• pp.15-24
• /
• 2018

High Level Architecture(HLA) for modeling and simulation is an international technical standard to achieve simulation interoperability and reusability. Building federation through the interworking of federates is being used in various fields and is being used in KR(Key Resolve), UFG(Ulchi-Freedom Guardian) as a representative in domestic military. Currently, United States Department of Defense emphasizes the HLA compliance test, which confirms the compliance of Federate by using HLA. However, due to the limitations of testing tools, an HLA compliance test of DoD is not able to perform some of the functional tests on HLA/RTI services such as federation storage/recovery services and also exclude inspection of exchange data between federates. To solve these problems, this paper proposes an HLA compliance testing system of ROK suitable for domestic situations. This will enable effective HLA compliance testing and improve interoperability between federates.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.22 no.1
• /
• pp.792-800
• /
• 2021

This paper presents a new structure for a linear active magnetic bearing using a Halbach magnet array. The proposed magnetic bearing consisted of a Halbach magnet array, center magnet, and single coil. The proposed linear active magnetic bearing has a high dynamic force compared to the previous study. The high dynamic force could be obtained by varying the thickness of a horizontally magnetized magnet. The new structure of Halbach linear active magnetic bearing has a high dynamic force. Therefore, the proposed linear active magnetic bearing increased the bandwidth of the system. Magnetic modeling and optimal design of the new structure of the Halbach linear active magnetic bearing were performed. The optimal design was executed on the geometric parameters of the proposed linear active magnetic bearing using Sequential Quadratic Programming. The proposed linear active magnetic bearing had a static force of 45.06 N and a Lorentz force constant of 19.54 N/A, which is higher than previous research.