• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 추계학술대회논문집A
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• pp.149-154
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• 2001

In case of high capacity load force as millions of tons, it is difficult to measure the force with load cell. But we can measure and calculate the force with applied pressure and ram area of hydraulic jack. The 5,200 ton compression load tester is composed of thirteen hydraulic jack with 400 ton capacity. This paper explains the method of measuring the vertical compression load and provides characteristics of unit jack, and displacement of upper structure under maximum load condition.

• JSTS:Journal of Semiconductor Technology and Science
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• 제15권3호
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• pp.397-403
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• 2015

This paper presents a new SOC test compression scheme in Embedded Deterministic Test (EDT) compression environment. Compressed test data is brought over the TAM from the tester to the cores in SOC and decompressed in the cores. The proposed scheme allows cores tested at the same time to share some test channels. By sharing free variables in these channels across test cubes of different cores decompressed at the same time, high encoding efficiency is achieved. Moreover, no excess control data is required in this scheme. The ability to reuse excess free variables eliminates the need for high precision in matching the number of test channels with the number of care bits for every core. Experimental results obtained for some SOC designs illustrate effectiveness of the proposed test application scheme.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2009년도 추계학술대회 논문집
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• pp.203-204
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• 2009

• 한국자동차공학회논문집
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• 제14권4호
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• pp.12-19
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• 2006

It is positively necessary to study on the stiffness of a 13degree-type impact tester in order to improve the fracture prediction of impact testing in wheels using FE(finite-element) analysis. The 13degree-type impact tester consists of an impact striker, a wheel fixer, a steel plate, and four cylindrical rubbers. Important parts of the tester are the steel plate and four cylindrical rubbers which play a role of absorbing impact energy during impact testing. Because of these buffers, the RF(reaction force) variation of the lower part in the 13degree-type impact tester showed the tendency like a damped harmony oscillation during impact testing. In order to investigate the stiffness of a 13degree-type impact tester, this work measured each stiffness of a steel plate and cylindrical rubbers. The stiffness of a cylindrical rubber was measured using a compressive tester. On the other hand, the stiffness of a steel plate was predicted by simulating experimental method using FE analysis.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2010년도 춘계학술대회 논문집
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• pp.213-214
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• 2010

• Fibers and Polymers
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• 제7권3호
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• pp.295-304
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• 2006

High-bulk worsted yams with different shrinkable and non-shrinkable acrylic fibers blend ratios are produced and then single jersey weft knitted fabrics with three different structures and loop lengths are constructed. The physical properties of produced yams and compression properties of produced fabrics at eight pressure values (50, 100, 200, 500, 1000, 1500 and $2000 g/cm^2$) were measured using a conventional fabric thickness tester. Then, weft-knitted fabric compression behavior was analyzed using a two parameters model. It is found that at 40 % shrinkable fibre blending ratio the maximum yam bulk, shrinkage, abrasion resistance and minimum yarn strength are obtained. It is also shown that high-bulk acrylic yarn has the highest elongation at 20 % shrinkable fibre blend ratio. The statistical regression analysis revealed that the compression behavior of acrylic weft-knitted fabrics is highly closed to two parameter model proposed for woven fabrics. It is also shown that for weft-knitted structure, there is an incompressible layer (V') which resists against high compression load. Acrylic weft-knitted fabrics with knit-tuck structure exhibit higher compression rigidity and lower softness than the plain and knit-miss structures. In addition, at 20 % shrinkable fibre blend ratio, the high-bulk acrylic weft-knitted fabrics are highly compressible.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.875-883
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• 2003

Slurry clay has much higher water content than liquid limit of clay and even if small loads apply, it suffers a great settlement. Accordingly it is very difficult to perform a general consolidation test about slurry clay because of high water content. In this study consolidation tests have been performed successfully using Rowe Cell Tester about 1 remolding clay and 3 slurry clays with a water content of 100%, 133% and 150%. From the test results compression index characteristics, secondary compression index characteristics and consolidation coefficient characteristics have been investigated about slurry clay and remolding clay. Also two kinds of theory, by Terzaghi theory and by Mikasa theory, has been used to calculate consolidation coefficients. Compared to the calculation results, they had a similar value of consolidation coefficient. However if Mikasa theory is applied in the field design, the period which reach to the required consolidation degree will be much reduced compared to the period by Terzaghi theory because the time coefficient T$\_$v/ by Mikasa theory is far smaller than T$\_$v/ by Terzaghi theory.

• 한국식품저장유통학회지
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• 제10권4호
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• pp.466-469
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• 2003

콜드체인용 골판지 상자의 냉기공과 상자의 압축강도와의 관계를 알아보고자, 골판지 상자에 각각 냉기공을 2 또는 3개를 뚫고, 냉기공의 크기와 면적을 달리하여 상온(RH 70$\pm$5 %)에서 4주간 저장하면서 골판지 상자의 압축강도를 측정하였다. 냉기공 면적이 4, 7, 10 %모두에서 냉기공의 크기가 폭은 좁고 길이가 긴 것이 압축강도가 높게 나타났다. 또한 냉기공 면적에 따른 압축강도를 살펴보면 냉기공 면적이 4 %인 상자가 다른 상자들에 비해 압축강도가 10 %이상 높게 나타났다. 하지만 냉기공 수에 따른 상자의 압축강도는 냉기공 2개와 3개간에 10 %미만의 압축강도 차이를 보여, 골판지 상자의 압축강도를 높이기 위해서는 냉기공이 차지하는 면적을 줄이고 냉기공의 모양은 폭이 좁고 길이는 길게 하는 것이 바람직할 것으로 판단되었다.

• 한국환경복원기술학회지
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• 제10권1호
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• pp.82-90
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• 2007

In order to analyse the strength problems for an unsaturated soil, it is required to examine closely the characteristics of the parameters of shear strength which was changed with the metric suction and void ratio. To this ends, a triaxial compression test was conducted on the three samples-granular soil, cohesive soil and silty soil. The specimen was made by pressing the static pressure on the mold filled soil and was controled the void ratio with the different compaction ratio. And the test was performed by using the modified apparatus of the triaxial compression tester. The range of matric suction was 0-90 kPa.The measured results for the deviator stress and parameters of shear strength were analysed with the void ratio and the compaction ratio, and they were examined closely the characteristics of the strength for an unsaturated soil.

• 대한전자공학회논문지SD
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• 제41권9호
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• pp.85-95
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• 2004

최근 반도체 칩의 집적도가 올라가고 System-on-Chip(Soc)환경이 보편화되면서 Automatic Test Equipment(ATE)를 이용한 테스트 수행시 테스트 패턴의 크기 문제와 스캔체인에서의 전력 소모문제가 크게 부각되고 있다. 또한, 테스트 패턴 크기문제를 해결하기 위해 테스트 패턴을 압축하게 되면 테스트 패턴의 소모하는 전력량이 커지게 되어 저전력 테스트를 수행하는데 어려움이 있어 두 가지 문제를 해결할 수 없었다 본 논문에서는 이러한 문제점들을 동시에 해결하기 위해서 Run-length code를 기반으로 하여 저전력 테스트가 가능하면서 테스트 패턴의 크기도 줄일 수 있는 알고리즘을 제안하였다. 본 논문에서는 기존에 제시되었던 알고리즘과 비교ㆍ분석하는 실험을 통하여 이 알고리즘의 효율성을 보여주고 있다.