• 한국산학기술학회논문지
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• 제15권10호
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• pp.5925-5932
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• 2014

본 연구는 선진국의 이원화 제도에 대하여 탐색하고 자격제도에 대한 문헌연구를 통해 다양한 사회 구성원의 추체들이 신뢰하고 인정할 수 있는 한국형 일 학습병행제 자격직종을 개발하여 학벌이 아닌 능력중심사회로 진입을 위한 평가도구를 개발하는데 그 목적이 있다. 연구의 목적을 달성하기 위하여 유형별 자격제도의 관리운영 현황을 분석했으며, 주요 선진국(독일, 영국, 미국, 호주)에서 관리 운영되고 있는 다양한 유형별 관련법, 관련부서, 자격수여 주체, 검정기관, 응시요건, 검정방법, 검정위원회, 검정과목, 합격기준 자격검정 현황을 분석하였고, 직무분석을 통하여 기계(금형)분야의 직무 및 교육내용을 분석하였다. 또한 기계(금형)분야의 출제기준 및 채점 방법을 제시했고, 필기시험과 실기시험에 대한 출제 예시도 제시하였다. 국가차원의 일 학습 병행 자격제도에 관한 기본 틀을 마련하고 방향을 정립하는 초석을 마련하였다.

• Smart Structures and Systems
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• 제14권5호
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• pp.901-916
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• 2014

Magnetorheological (MR) fluid is one of the field-responsive fluids that is of interest to many researchers due to its high yield stress value, which depends on the magnetic field strength. Similar to electrorheological (ER) fluid, the combination of working modes is one of the techniques to increase the performance of the fluids with limited focus on MR fluids. In this paper, a novel MR testing cell incorporated with valve, shear and squeeze operational modes is designed and constructed in order to investigate the behaviour of MR fluid in combined mode. The magnetic field distribution in the design concept was analyzed using finite element method in order to verify the effective areas of each mode have the acceptable range of flux density. The annular gap of valve and shear were fixed at 1 mm, while the squeeze gap between the parallel circular surfaces was varied up to 20 mm. Three different coil configurations, which were made up from 23 SWG copper wires were set up in the MR cell. The simulation results indicated that the magnetic field distributed in the squeeze gap was the highest among the other gaps with all coils were subjected to a constant applied current of 1 A. Moreover, the magnetic flux densities in all gaps were in a good range of magnitude based on the simulations that validated the proposed design concept. Hence, the 3D model of the MR testing cell was designed using Solidworks for manufacturing processes.

• 비파괴검사학회지
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• 제21권5호
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• pp.556-560
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• 2001

배관의 관벽투과 특성을 지닌 원격장 와전류 비파괴 검사법은 열교환기 세관 검사에서부터 천연가스 수송관에 이르기까지 다양한 형태의 배관과 결함을 대상으로 적용 연구가 진행되고 있다. 공칭 외경 100mm의 주철관은 주로 상수도 관로의 배수관으로 활용되고 있는데, 차량 진동과 부식에 의한 결함의 생성으로 정수의 누수 문제를 일으킨다. 그러나, 탐상 경제성 및 효용성 문제로 관내 검사장치 투입과 같은 직접적인 검사 방법의 수행이 제한되어 왔다. 원격장 와전류 방법은 시스템 구성이 용이하고 내 외부 부식 결함에 대한 정량적인 평가가 가능하기 때문에 경제성 있는 장치 개발이 가능하다. 본 연구에서는 원격장 와전류 기술을 이용하여 상수도 관망의 특성을 고려한 매설 배관 검사시스템 개발을 수행하였다. 세부적으로는 관내 투입 원격장 와전류 검사의 기구부 설계 및 제작, 원격장 와전류 신호의 획득 및 처리 프로그램 개발, 그리고 개발 장치의 운용 방법 및 절차 검토 등으로 되어 있다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.468-476
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• 2007

Generally, the strength of the field shotcrete is heavily dependent on the field mixing and spraying conditions so that it is different from the strength of the shotcrete mixed in laboratories. As a support member, the early strength of shotcrete unlike concrete as structural material is very important to the initial stabilization of the excavation face in tunnels. Therefore, the field methods to efficiently test the early strength of shotcrete have been highly required. This paper aimed to verify the pneumatic pin penetration test and the point load test for measuring the early strength of the field shotcrete. Through a series of uniaxial compression, pin penetration, and point load tests for the range of the early shotcrete strength, two equations to estimate reliably the uniaxial compressive strength by the pin penetration and the point load tests were derived. Field tests in working tunnel were carried out in order to estimate the economic efficiency. As a result, pin penetration method was proved to be the most effective method for testing the early strength of the field shotcrete.

• 한국자기학회지
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• 제2권2호
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• pp.150-155
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• 1992

자장의 범위가 1 mT 이하이고, 분해능이 100 nT인 국가표준을 확립하고 저자장 측정장비의 교정 및 측정능력을 확보하기 위한 저자장 표준시스템을 제작하였다. 저장 발생용으로 석영관을 사용 한 정밀 솔레노이드를 가공.제작하였으며, 지자장 상쇄용으로 대형 3-축 헬름홀쯔 코일을 구성하였다. 자장 균일도를 향상시키기 위하여 단층 솔레노이드에서 주전류의 2개의 보조전류를 사용하는 three-current 방법을 사용하였으며, 컴퓨터를 사용하여 축상에서 최대의 균일도를 주는 조건을 계산하였다. Three-curent 방법을 사용한 경우 솔레노이드 중심축상에서 ${\pm}5\;cm$ 범위에서 0.01%, single current 일 때는 0.1%의 정밀도로 자장을 발생할 수 있었으며, 저자장 측정장비의 동특성을 측정할수 있는 시스 템을 구성하여 장비의 성능을 평가할 수 있었다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1994년도 가을 학술발표회 논문집
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• pp.71-78
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• 1994

The main objectives of the study may be stated as follows : \circled1 the acquisition of fundamental updated data for the assessment of aged wharf structures of pier type based on systematic static/dynamic load testing \circled2 the study of techniques and methods for field testing \circled3 realistic safety and load carrying capacity assessment based on practical reliability analysis. In this study field testing of real structure is performed and the results are compared with those of the 2D and 3D linear structural analysis. It may be seen that the practical reliability methods can be applied for the safety and capacity assessment of aged wharf structures of pier type.

• 품질경영학회지
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• 제24권1호
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• pp.61-72
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• 1996

It is very important to determine the likelihood ratios and the prior odds for designing a Bayesian processor in Built-In-Test system. Using traditional statistics, it is not difficult to determine the initial prior odds from the field data. For a newly designed system, development testing data or laboratory testing data could be used to replace field data. The likelihood ratios which playa key role in the Bayesian processor must be carefully determined, based on laboratory testing and statistical techniques. In this paper, expressing and determining the likelihood ratios by Geometric areas, Test, and Analytical method will be presented.

• 대한전기학회논문지:전기물성ㆍ응용부문C
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• 제52권9호
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• pp.412-417
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• 2003

In this Paper, we propose a time-domain magnetic field integral equation (TD-MFIE) formulation for analyzing the transient electromagnetic response from three-dimensional (3-D) dielectric bodies. The solution method in this paper is based on the Galerkin's method that involves separate spatial and temporal testing procedures. Triangular patch basis functions are used for spatial expansion and testing functions for arbitrarily shaped 3-D dielectric structures. The time-domain unknown coefficients of the equivalent electric and magnetic currents are approximated tv a set of orthonormal basis function that is derived from the Laguerre polynomials. These basis functions are also used for the temporal testing. Numerical results computed by the proposed method are presented and compared.

• Nuclear Engineering and Technology
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• 제55권7호
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• pp.2407-2418
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• 2023

Internal replaceable electronic module substitutions can impact EMC (ElectroMagnetic Compatibility) qualification testing and results if EMC testing is conducted at the cabinet level. The impact of component substitutions on EMC qualification results therefore should be evaluated. If a qualitative evaluation is not adequate to ensure that the modified product will not impact the cabinet level EMC qualification results, a new qualification testing should be conducted. Component level retesting should be conducted under electromagnetically equivalent conditions with the cabinet level test. This paper analyzes the propagation of conducted susceptibility test waveforms in a representative cabinet and evaluates the impact of component substitutions on cabinet level EMC qualification results according to the location of the replacement items. A guideline for a qualitative evaluation of the impact of component substitutions is described based on the propagation of the conducted susceptibility test waveforms. A module level test method is also described based on an analysis of the shielding effectiveness of the cabinet.

• Corrosion Science and Technology
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• 제15권5호
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• pp.217-225
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• 2016

Linear polarization resistance (LPR) testing of soils has been used extensively by a number of water utilities across Australia for many years now to determine the condition of buried ferrous water mains. The LPR test itself is a relatively simple, inexpensive test that serves as a substitute for actual exhumation and physical inspection of buried water mains to determine corrosion losses. LPR testing results (and the corresponding pit depth estimates) in combination with proprietary pipe failure algorithms can provideauseful predictive tool in determiningthe current and future conditions of an asset. Anumber of LPR tests have been developed on soil by various researchers over the years1), but few have gained widespread commercial use, partly due to the difficulty in replicating the results. This author developed an electrochemical cell that was suitable for LPR soil testing and utilized this cell to test a series of soil samples obtained through an extensive program of field exhumations. The objective of this testing was to examine the relationship between short-term electrochemical testing and long-term in-situ corrosion of buried water mains, utilizing an LPR test that could be robustly replicated. Forty-one soil samples and related corrosion data were obtained from ad hoc condition assessments of buried water mains located throughout the Hunter region of New South Wales, Australia. Each sample was subjected to the electrochemical test developed by the author, and the resulting polarization data were compared with long-term pitting data obtained from each water main. The results of this testing program enabled the author to undertake a comprehensive review of the LPR technique as it is applied to soils and to examine whether correlations can be made between LPR testing results and long-term field corrosion.