• 대한기계학회논문집A
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• 제21권11호
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• pp.1921-1930
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• 1997

This paper presents the effective technique to design a six-axis load cell by using experimental design with an orthogonal array. A binocular structure is used as a basic sensing element for a load cell instead of the parallel plate structure. The finite element method is adopted to obtain strain distributions of the sensing element, and by doing the analysis of variances, its results are utilized in determining the factor which is more influential to the output strain. Calibration test results show that the developed six-axis loa cell with the maximum capacities of 196 N in forces and 19.6 N. m in moments is evaluated to be useful with the coupling error less than 2.5%.

• 대한기계학회논문집
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• 제19권3호
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• pp.688-696
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• 1995

Cemented carbides, best known for their superior mechanical properties such as high strength, high hardness and high wear resistance, have a wide range of industrial applications including metal working tools, mining tools, and wear resistance components. The cobalt has been used as a binder in the WC-based hard composites due to its outstanding wetting and adhesion characteristics even though its expensiveness. Therefore many studies attempted to find a better substitute for cobalt as binder to decrease production costs. This investigation is a pre-step to study dynamic fracture characteristic evaluation of a WC-Co hardmetal were evaluated by using the instrumented Charpy impact testing procedures. It was found that the dynamic characteristics of used strain amplifier were very important experimental factors to extract valid dynamic fracturing data in WC-Co specimens. It was suggested by showing some experimental examples that when we wished to evaluate dynamic fracture toughness for cemented carbide composites by using the instrumented Charpy impact testing procedure, a careful attention must be given to obtain valid results.

• 대한기계학회논문집A
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• 제21권2호
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• pp.261-271
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• 1997

This paper presents the design process and characteristic test results of tension sensors for measuring the ultimate tension forces of surgical wires. Three types of sensor were designed and tested for calibration. The first two types which transfer the wire tension to the sensing element by direct contact have too much hysterisis errors due to the firctional effect. This error can be considerably reduced in the modified structure, where a cover and a loading button is used to transfer force and moment to the sensing element. The strains predicted by theoretical equations agree well with those by finite element calculations neglecting friction and the strains by finite element analysis considering friction are in good agreement with those measured by four strain gages. The modified ring type tension sensor developed in this paper is expected to be useful for measuring the tension of surgical wires with nonlinearity of 1.31%FS, hysterisis of 5.74%FS and repeatability of 0.19%FS.

• 한국광물학회지
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• 제29권4호
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• pp.191-198
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• 2016

인회석 광물 군에 속하는 녹연석($Pb_{4.85}(P_{1.02}O_4)_3Cl_{1.04}$)에 대한 상온-고압 상태방정식 연구를 시행하였다. 대칭형 다이아몬드 앤빌기기를 이용하여 33.4 GPa까지 압력을 증가시키면서 각분산 X-선 회절법과 방사광을 이용하여 회절 데이터를 검출하였으며, 시료에 가해준 압력은 루비 형광파의 파장변화를 측정하여 결정하였다. 본 고압실험에서 시행한 압력의 범위 내에서 상변이는 관찰되지 않았으며, 정압상태에서 체적탄성률($K_0$)은 $K{_0}^{\prime}=13(2)$일 때 80(7) GPa로 계산되었다. 본 연구에서 결정된 상온상태에서 녹연석의 체적탄성률 신뢰도를 정규화압력 및 정규화응력변형 분석을 하여 평가하였다.

• Smart Structures and Systems
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• 제1권4호
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• pp.355-368
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• 2005

Large and complex structures are being built now-a-days and, they are required to be functional even under extreme loading and environmental conditions. In order to meet the safety and maintenance demands, there is a need to build sensors integrated structural system, which can sense and provide necessary information about the structural response to complex loading and environment. Sophisticated tools have been developed for the design and construction of civil engineering structures. However, very little has been accomplished in the area of monitoring and rehabilitation. The employment of appropriate sensor is therefore crucial, and efforts must be directed towards non-destructive testing techniques that remain functional throughout the life of the structure. Fiber optic sensors are emerging as a superior non-destructive tool for evaluating the health of civil engineering structures. Flexibility, small in size and corrosion resistance of optical fibers allow them to be directly embedded in concrete structures. The inherent advantages of fiber optic sensors over conventional sensors include high resolution, ability to work in difficult environment, immunity from electromagnetic interference, large band width of signal, low noise and high sensitivity. This paper brings out the potential and current status of technology of fiber optic sensors for civil engineering applications. The importance of employing fiber optic sensors for health monitoring of civil engineering structures has been highlighted. Details of laboratory studies carried out on fiber optic strain sensors to assess their suitability for civil engineering applications are also covered.

• 한국항공우주학회지
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• 제30권1호
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• pp.49-55
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• 2002

광섬유 브래그 격자/외부 패브리-페로 간섭 (FBG/EFPI) 센서를 이용하여 비대칭 적층판의 성형시 및 성형후 변형률과 온도를 동시에 모니터링 하였따. 본 논문에서는 광섬유 센서의 출력에 대한 변형률 및 온도의 관계를 수치적으로 유도하였으며 이를 통해 센서의 특성 행렬을 구하였다. 따라서 각각의 센서에 대해 특성 행렬을 구하기 위해 센서의 보정실험을 수행할 필요가 없다. 광원으로는 파장 이동 광섬유 레이저를 사용하였다. 두 개의 FBG/EFPI 센서를 Gr/Ep 비대칭 직교적층 복합적층판에 방향과 위치를 달리하여 삽입하고 오토클레이브 내에서 성형하는 동안 두 지점에서의 성형변형률과 온도를 실시간으로 모니터링 하였다. 또한 열챔버 내에서 제작된 적층판의 열변형률과 온도를 측정하였다. 이러한 실험들을 통해 복합재료의 효울적인 스마트 프로세싱에 대한 기초를 마련할 수 있으며 비대칭 직교적층 복합적층판의 열적 거동에 대해 알 수 있을 것이다.

• 대한토목학회논문집
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• 제29권2C호
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• pp.51-58
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• 2009

본 연구에서는 챔버에 조성된 미고결, 고결모래에 대한 벤더엘리먼트 시험으로부터 사질토 미소변형 전단탄성계수인 $G_{max}$를 평가하였다. 시험결과, 본 연구에서 사용된 파쇄모래의 $G_{max}$는 기존의 연구에 사용된 자연상태 모래의 $G_{max}$보다 35~50% 작게 평가되었으나, 고결모래의 $G_{max}$는 이전 연구 결과보다 크게 평가되었다. 모래의 $G_{max}$는 고결유발제로 사용된 석고의 함유율에 가장 큰 영향을 받았으며, 석고함유율에 따라 지수적으로 증가하였다. 상대밀도의 증가는 미고결 모래보다 고결모래의 $G_{max}$ 증가에 더 큰 영향을 미치는 것으로 관찰되었으며, 유효연직응력의 증가는 고결모래의 $G_{max}$보다 미고결 모래의 $G_{max}$ 증가에 더 큰 영향을 미쳤다. 이와 같은 영향요인 분석을 바탕으로 고결모래의 $G_{max}$를 간극비, 유효연직구속압 뿐만 아니라 석고함유율에 따른 함수로 표현하였다.

• 대한기계학회논문집A
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• 제21권3호
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• pp.477-484
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• 1997

This paper describes the build-up force measuring system of 9.9 MN capacity which consists of nine force transducers of each having 1.1 MN capacity. We have specially designed a force transducer for a build-up force measuring system to reduce the uncertainty of a build-up system and to accomodate the new test procedure for a build-up system. It reveals that the relative uncertainty of the force measuring system is less than 1.5*10$^{-4}$ in the ran9e of 1-4.5 MN irrespective of loading direction. The force measuring system may be used to calibrate a 10 MN force standard machine to be used as a large force standard in Korea.

• 한국정밀공학회지
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• 제17권10호
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• pp.95-101
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• 2000

The purpose of this study is to develop an improved measuring system, which allows for effectively measure spring clamping forces. This system consists of eight or twelve measuring points in order to acquire the clamping force distribution of the whole range of spring clamp. Each measuring point consists of load cells equipped with 4 strain gauges. Using different bearings, we calibrate the roundness of the measuring points. For quality control and database construction, a software system is established. furthermore, uncertainty is calculated to validate the confidence of this system. Various experiments confirm the effectiveness of this measuring system.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2001년도 춘계학술대회 논문집
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• pp.13-15
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• 2001

Compression test has been used to measure material flow stress due to limited capability of tensile test at the fast strain rate. Since the frictional stress unavoidable during compression test should be properly eliminated from the measured stress, calibration of the measured stress by using friction factor has been made for the flow stress measurement. Also, calibrated stresses by interrupted and continuous compression tests have been compared with the true stress measured by tensile test at $0.2\%$ carbon steel.