• 센서학회지
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• 제9권1호
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• pp.22-27
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• 2000

고자왜특성과 연자성특성을 가짐으로서 우수한 자기기계결합특성을 나타내는 아몰퍼스 FeCoSiB 박막의 스트레인 검출특성에 대해 연구하였다. 투자율은 박막기판을 마이크로메타를 이용하여 벤딩시켜 박막에 스트레인을 인가하면서 조사하였으며, 이때 박막에 스트레인이 인가되면 박막의 자기기계결합에 의해 투자율이 변화하였다. 스트레인에 의한 성능지수 $F=({\Delta}{\mu}/{\mu})/{\varepsilon}$ (단위스트레인에 대한 투자율의 변화)가 $1.2{\times}10^5$라는 매우 높은 값을 나타내어 본 연구에서 제작한 박막이 스트레인에 대하여 고감도특성을 가지고 있음을 알 수 있었다. 또한 제작된 박막을 센서소자로 응용하기 위해 박막을 미세 가공하고, 스트레인에 대한 고주파 임피던스의 변화를 조사하였으며, 박막의 우수한 자기기계결합특성으로 박막패턴의 임피던스는 인가된 스트레인에 의해 민감하게 변화되었다. 특히, 100MHz의 구동주파수에 있어서 $300{\times}10^{-6}$의 스트레인이 인가된 경우 46%의 임피던스변화율이 얻어졌다. 따라서 본 연구에서 제작한 박막소자는 초고감도의 스트레인 센서로 사용될 수 있을 것으로 기대된다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.1115-1122
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• 2011

Reinforced-Roadbed materials are usually composed of crushed stones. Repeated load application can induce deformation in the reinforced-roadbed layer so that it causes irregularity of track. Thus it is important to develop a prediction model of elastic modulus based on stress-strain relation under repeatitive load in order to investigate behavior of reinforced roadbed. The prediction model of elastic modulus of the material can be obtained from repeated triaxial test. However, a proper size of the sample for the test must be used. In this study, a large repeatitive triaxial test apparatus with the sample size of diameter of 30 cm and height of 60cm was adapted for performing test of the crushed stone reinforced-roadbed considering large particle size to get resilient modulus Mr. The obtained resilient modulus was compared to shear modulus obtained from mid size resonant column test. The sample size effect is somewhat large enough so that it is required to design a scale factor based on similarity law in order to use smaller samples for getting elastic modulus of the crushed stone reinforced-roadbed material. A scale factor could be obtained from this study.

• 한국지반공학회논문집
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• 제18권4호
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• pp.55-64
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• 2002

본 논문에서는 점탄-점소성 구성모델을 다층지반에서의 대형지진 발생시의 조건에 적용하기 위해 일본 고베 포트아일랜드에서 발생한 1995 Hyogoken Nanbu 지진에 대한 지진응답 해석을 수행하였다. 지진응답해석 결과 점성토의탄-점소성 모델과 점탄-점소성 모델로 계산된 가속도 기록은 포트아일랜드에서 계측된 가속도 기록과 거의 일치함을 알 수 있었으며, 점성토 지반 부근에서 점탄-점소성 모델과 탄-점소성 모델은 미세하게 다른 거동 특성을 나타내어 점소성 모델의 타당성을 확인하였다. 따라서 동적 점탄-점소성 구성모델은 대변형률 영역에서 점성토의 소성변형을 유발하는 대형 지진 등의 발생시 점성토의 증폭 및 감쇠특성의 파악을 위해 적용가능한 모델임이 입증되었다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2007년도 추계학술대회논문집
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• pp.1335-1340
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• 2007

The media transport systems, such as printers, copy machines, facsimiles, ATMs, cameras, etc. have been widely used and being developed rapidly. In the development of those sheet-handling machineries, it is important to predict the static and dynamic behavior of the sheet with a high degree of reliability because the sheets are fed and stacked at such a high speed. Flexible media are very thin, light and flexible, so they behave in geometric nonlinearity with large displacement and large rotation but small strain. In the flexible media analysis, aerodynamic effect from the surrounding air must be included because any small force can make large deformation. In this paper, surrounding air was modeled by incompressible Navier-Stokes flow and an arbitrary Lagranigan-Eulerian(ALE) finite element method with automatic mesh-updating technique was formulated for large domain changes. In the numerical simulations, the results with consideration of the air fast decayed and converged into static results while the results without considering air oscillated continuously.

• 한국정밀공학회지
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• 제20권11호
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• pp.150-157
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• 2003

In this paper, the large deformation of hollow silicon rubber gasket is treated. The frictional contact occurs between groove and the outer part of hollow gasket, and the frictional self-contact exists in the inner parts of hollow gasket. The silicon rubber has the nonlinear elastic behavior and its material property is approximately incompressible. Hence, the stress analysis requires an existence of a strain energy function, which is usually defined in terms of invariants or stretch ratio such as generalized Mooney-Rivlin and Ogden model. Considering large compressive deformation and friction, Mooney-Rivlin 3rd model and Coulomb's friction model are assumed. The numerical analysis is obtained by the commercial finite element program MARC. But, due to large deformation, the elements degenerate in the inner parts of hollow gasket. This means that the analysis of subsequent increments is carried out with a very poor mesh. In order to continue the analysis with a sufficient accuracy, it is necessary to use new finite element modeling by remesh. Experiments are also performed to show the validity of present method. As a conclusion, numerical results by this research have good agreements with experiments.

• 한국생산제조학회지
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• 제21권5호
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• pp.824-829
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• 2012

The purpose of this study is to evaluate the proposed jig for turning process of large-scale aluminum tube of D500mm through Finite Element Analysis (FEA). Also, a machining evaluation is conducted with general heat-treated and cryogenic heat-treated tubes. Dimensions of the specimens are determined to be suitable for collet appearance. The characteristics of equivalent stress and strain according to the expansion of the collet are evaluated by FEA. The aluminum tubes which are heat-treated by T4/T6 condition and cryogenic condition are machined by using a large-scale lathe machine and the roundness of machined tube is evaluated by using a 3D measuring machine. Through the results of this study, effects of each heat treatment and residual stress on the roundness are established.

• 한국지진공학회논문집
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• 제9권6호
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• pp.59-65
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• 2005

본 논문에서는 기존 연속균열모형들이 대형균열 표현에서 소성변형을 과도하게 계산하는 문제점을 극복한 대형균열모형을 제안하였다. 또한 소성손상모형을 수정한 형태로 제안된 균열모형을 수치해석에 사용할 수 있도록 3단계 회귀매핑 알고리즘으로 구성된 알고리즘을 제시하였다. 전산해석 예제들을 통하여 제안된 균열손상 모형과 알고리즘이 동적 하중을 받는 구조물의 균열해석문제에서 과도한 소성변형을 억제하는 합리적인 결과를 도출함을 알 수 있었다.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2011년 춘계학술대회논문집
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• pp.407-413
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• 2011

VIC (Vortex-In-Cell) method for viscous incompressible flow is presented to simulate the wake behind a modified NACA16 foil. With uniform rectangular grid, the velocity in field is calculated using streamfunction from vorticity field by solving the Poisson equation in which FFT(Fast Fourier Transform) is combined with 2nd order finite difference scheme. Here, LES(Large Eddy Simulation) with Smagorinsky model is applied for turbulence calculation. Effective viscosity is formulated using magnitude of strain tensor(or vorticity). Then the turbulent diffusion as well as viscous diffusion becomes particle strength exchange(PSE) with averaged eddy viscosity. The well-established panel method is combined to obtain the irrotational velocity and to apply the no-penetration boundary condition on the body panel. And wall diffusion is used for no-slip condition numerical results of turbulent stresses are compared with experimental results (Bourgoyne, 2003). Before comparing process, LES(Large Eddy Simulation) SGS(Subgrid scale) stress is transformed Reynolds averaged stress (Winckelmans, 2001).

• Journal of Advanced Marine Engineering and Technology
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• 제39권7호
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• pp.729-734
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• 2015

본 연구는 내경부에 깊은 구멍이 있는 컵형상의 대형단조품을 형단조와 자유단조 공법을 복합하여 성형하기 위한 단조공법 개발에 관한 것이다. 제안된 단조공법은 형단조를 이용하여 예비성형체를 성형하고 코깅 공법을 이용하여 후방압출 형상을 성형하는 방법이다. 유한요소해석에서 제안된 공법이 후방압출공법에 비하여 낮은 성형하중으로 더 높은 유효변형율을 나타내었다. 제안된 공법으로 시제품을 제작하여 내부품질이 양호한 제품을 적은 용량을 프레스로 성형할 수 있음을 확인하여 제안 공법의 타당성을 검증하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제3권4호
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• pp.199-204
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• 1999

The continuing development of the sensors for the measurement of the safety of structures has been making a turning point in measuring and evaluating the larger civil structural system as well. However, there are still remaining problems to be solved for the extremely large structure because the natural damages of those structures are not so simple to be monitored for the reason of their locational and structural conditions. One of the most significant problems is that a number of cables which connect the measuring system to the analyzer are liable to distort actual data. This paper presents a new monitoring system for large structures by means of a local wireless communication technique which would eliminate the possibility of the distortion of data by noise in cables. This new monitoring system employs the wireless system and the software for data communication, along with the strain sensor and accelerometers which have been already used in the past. It makes it possible for the data, which have been chosen by the central controling system from the various sensors placed in the large civil structures, to be wirelessly delivered and then analyzed and evaluated by decision making system of the structures.