• 대한토목학회논문집
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• 제33권3호
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• pp.901-907
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• 2013

본 논문에서는 이방향 응력상태에서의 콘크리트 강도 특성과 크기효과 그리고 피로거동에 관한 연구를 수행하였다. 이를 위해 ASTM C 1550 시험법과 이방향 휨강도 시험(biaxial flexure test; BFT)을 적용하여 크기효과 및 피로시험을 실시하였으며, 단순보의 3등분점 하중에 의한 콘크리트 휨강도 시험(third-point bending test) 결과와 비교하였다. 실험 결과 3등분점 재하 휨강도 시험에 의한 일방향 응력상태의 강도보다는 ASTM C 1550 시험법과 이방향 휨강도 시험법에 의한 이방향 응력상태의 강도가 더 큰 것으로 측정되었다. 3등분점 재하 휨강도 시험, ASTM C 1550, 이방향 휨강도 시험법 모두 시편의 크기가 증가함에 따라 강도는 감소하는 것으로 관찰되었으며, 이방향 휨인장강도의 크기 효과가 일방향 휨인장강도의 크기효과보다 더 큰 것으로 확인되었다. S-N 곡선에 의한 일방향과 이방향 휨강도의 피로 수명은 유사한 것으로 분석되었다.

• Computers and Concrete
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• 제9권1호
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• pp.1-19
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• 2012

The size-effect study of various fracture parameters obtained from two parameter fracture model, effective crack model, double-K fracture model and double-G fracture model is presented in the paper. Fictitious crack model (FCM) for three-point bend test geometry for cracked concrete beam of laboratory size range 100-400 mm is developed and the different fracture parameters from size effect model, effective crack model, double-K fracture model and double-G fracture model are evaluated using the input data obtained from FCM. In addition, the fracture parameters of two parameter fracture model are obtained using the mathematical coefficients available in literature. From the study it is concluded that the fracture parameters obtained from various nonlinear fracture models including the double-K and double-G fracture models are influenced by the specimen size. These fracture parameters maintain some definite interrelationship depending upon the specimen size and relative size of initial notch length.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.831-835
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• 2008

Recently, the use of C.S.G is gradually increasing as the construction material for dam, road, revetment and so on. The strength characteristics of C.S.G is affected by various influence factors such as specimen size, maximum grain size and water contents. Therefore, When designing and constructing the C.S.G structure, it is very important for us to understand the nature of used materials well and to test it's quality. Commonly, C.S.G strength test is used the cylinders specimen size of $15{\times}30$ at KS F2405. But, the specimen size extracted from the field structure is not regular. This paper aims at offering the experimental data about the compressive strength and elasticity modulus by change of the specimen size for the effective quality control of the C.S.G structure.

• 한국지반공학회논문집
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• 제29권7호
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• pp.47-55
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• 2013

조립재료의 요소시험에서 장비에 허용되는 조립재료의 입자크기가 실제 현장에서 사용되는 입자크기에 비해 작은 경우가 종종 발생하기 때문에, 이러한 경우에는 시험에 사용되는 재료의 최대입경을 시험장치의 가용 크기까지 축소시켜 시험을 수행하게 된다. 본 연구에서는 이처럼 최대입경 크기를 축소시켜 입도를 조정했을 때, 저변형률에서의 탄성계수에 미치는 영향을 평가하기 위해 대형반복삼축압축시험을 수행하였다. 본 연구 대상재료의 시험 결과, 입도 조정된 시편들은 원입도 시편의 탄성계수를 과소평가하는 경향이 있었으며, 그 차이는 저변형률에서 더 크게 발생되었다.

• 한방재활의학과학회지
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• 제23권2호
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• pp.129-138
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• 2013

Objectives : This study investigated the relationship between straight leg raising(SLR), valsalva test and size, position of lumbar disc herniation. Methods : We took SLR and valsalva test on 105 patients with lumbar disc herniation. According to the result of MRI findings, this study classified three groups of 105 patients with lumbar disc herniation, bulging, protrusion and extrusion. According to the position of lumbar disc herniation, 72 patients that were diagnosed protrusion and extrsuion were sorted 4 groups, lateral, lateral postero-lateral, central postero-lateral, central. The association size, position of lumbar disc herniation and SLR, valsalva test were analysed. Results : The bigger size of disc herniation, the more positive result of SLR and valsalva test, the lower angle of SLR test. There was not significant association between the position of lumbar disc herniation and the angle of SLR test. Conclusions : The SLR and valsalva test is an useful physical examination to speculate about the degree of lumbar disc herniation.

• Ocean and Polar Research
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• 제36권4호
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• pp.327-341
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• 2014

This study aims to analyze causality among Wando abalone producer prices by size using a vector autoregressive model to expiscate the leading-price of Wando abalone in various price classes by size per kg. This study, using an analytical approach, applies a unit-root test for stability of data, a Granger causality test to learn about interaction among price classes by size for Wando abalone, and a vector autoregressive model to estimate the statistical impact among t-1 variables used in the model. As a result of our leading-price analysis of Wando abalone producer prices by shell size using a VAR model, first, DF, PP, and KPSS tests showed that the Wando abalone monthly price change rate by size differentiated by logarithm were stable. Second, the Granger causality relationship analysis showed that the price change rate for big size abalone weakly led the price change rate for the small and medium sizes of abalone. Third, the vector autoregressive model showed that three price change rates of t-1 period variables statistically, significantly impacted price change rates of own size and other sizes in t period. Fourth, the impulse response analysis indicated that the impulse responses of structural shocks for price change rate for big size abalone was relatively more powerful in its own size and in other sizes than shocks emanating from other sizes. Fifth, the variance decomposition analysis indicated that the price change rate for big size abalone was relatively more influential than the price change rates for medium and small size abalone.

• 콘크리트학회논문집
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• 제15권2호
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• pp.246-253
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• 2003

콘크리트 부재는 직접 인장력에 저항하도록 설계되지는 않는 것이 일반적이나, 부재의 균열강도 등을 산정하기 위해서는 반드시 확인하여야 하는 재료 특성 중의 하나이다. 콘크리트의 인장강도 시험방법은 주로 직접인장, 휨인장, 쪼갬인장의 3가지로 구분하고 있으나, 이 중 직접인장시험법은 시험체에 순수인장력을 가력할 수 있는 실험방법상의 문제로 거의 수행되지 못하여 온 것이 사실이다. 본 연구에서는 직접인장시험방법의 검토 및 시험체의 세장비, 크기 등이 직접인장강도에 미치는 영향에 대하여 연구하였다. 단부 보강편을 이용한 직접인장강도의 실험은 RILEM 및 U.S.Bureau of Reclamation의 규정을 사용하였으며, 총 4가지 종류의 세장비와 2가지 크기의 시험체에 대한 연구를 수행하였다. 실험의 결과는 동일변수의 쪼갬인장강도 및 휨인장강도와 비교$.$분석을 실시하였으며, 이를 신뢰성있는 선행 연구자들의 연구결과와 비교하여 그 타당성을 검증하였다.

• 한국주조공학회지
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• 제25권6호
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• pp.240-248
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• 2005

The rheocasting characteristics are strongly influenced by the microstructural morphology such as particle size, form factor and contiguity. In this study, the effect of structural morphology on fluid flow characteristics of A356 semi-solid alloy was investigated with a vacuum suction fluidity test. Semi-solid metal slurry was made by the mechanical stirring, the liquidus casting, and H-NCM to be analysed. H-NCM could obtain uniform and fine globular microstructures of 0.9 form factor and 55 ${\mu}m$ particle size. Inoculation was found to be effective for reducing particle size, however, for H-NCM it should be avoided due to the cause of increasing contiguity. The fluidity test indicated that the non-stirring method had higher fluidity and smaller liquid segregation in the same solid faction of 0.4 than the stirring method, for smaller particle size and higher form factor. It was observed that liquid segregation decreased as the particle size is smaller and form factor is higher. The results of die-casting experiment were a good agreement with those of fluidity test.

• 전기학회논문지
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• 제64권4호
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• pp.592-597
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• 2015

3D-IC is a novel semiconductor packaging technique stacking dies to improve the performance as well as the overall size. TSV is ideal for 3D-IC because it is convenient for stacking and excellent in electrical characteristics. However, due to high-density and micro-size of TSVs, they should be tested with a non-invasive manner. Thus, we introduce a TSV test method on test prober without a direct contact in this paper. A capacitive coupling effect between a probe tip and TSV is used to discriminate small TSV faults like voids and pin-holes. Through EM simulation, we can verify the size of eye-patterns with various frequencies is good for TSV test tools and non-contact test will be promising.

• Structural Engineering and Mechanics
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• 제67권5호
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• pp.505-516
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• 2018

In this paper, the effects of particle size and model scale of concrete has been investigated on the failure mechanism of PFC2D numerical models under uniaxial compressive test. For this purpose, rectangular models with same particle sizes and different model dimensions, i.e., $3mm{\times}6mm$, $6mm{\times}12mm$, $12mm{\times}24mm$, $25mm{\times}50mm$ and $54mm{\times}108mm$, were prepared. Also rectangular models with dimension of $54mm{\times}108mm$ and different particle sizes, i.e., 0.27 mm, 0.47 mm, 0.67 mm, 0.87 mm, 1.07 mm, 1.87 mm and 2.27 mm were simulated using PFC2D and tested under uniaxial compressive test. Concurrent with uniaxial test, direct shear test was performed on the numerical models. Dimension of the models were $75{\times}100mm$. Two narrow bands of particles with dimension of $37.5mm{\times}20mm$ were removed from upper and lower of the model to supply the shear test condition. The particle sizes in the models were 0.47 mm, 0.57 mm, 0.67 mm and 0.77 mm. The result shows that failure pattern was affected by model scale and particle size. The uniaxial compressive strength and shear strength were increased by increasing the model scale and particle size.