• Transactions of the Korean Society of Mechanical Engineers A
• /
• v.37 no.11
• /
• pp.1339-1347
• /
• 2013

Creep through nanoindentations has attracted increasing research attention in recent years. Many studies related to indentation creep tests, however, have simply focused on the characteristics of steady-state creep, and there exist wide discrepancies between the uniaxial test and the indentation test. In this study, we performed a computational simulation of spherical indentations, and we proposed a method for evaluating the creep properties considering transient creep. We investigated the material behavior with variation of creep properties and expressed it using regression equations for normalized variables. We finally developed a program to evaluate the creep properties considering transient creep. By using the proposed method, we successfully obtained creep exponents with an average error less than 1.1 and creep coefficients with an average error less than 2.3 from the load-depth curve.

• Journal of the Korean Geotechnical Society
• /
• v.19 no.6
• /
• pp.261-271
• /
• 2003

A condition evaluation procedure for the pavement foundations using multi-load level Falling Weight Deflectometer(FWD) deflections is presented in this paper. A dynamic finite element program incorporating a stress-dependent material model, was used to generate the synthetic deflection database. Based on this synthetic database, the relationships between surface deflections and critical responses, such as stresses and strains in base and subgrade layers, have been established. FWD deflection data, Dynamic Cone Penetrometer(UP) data, and repeated load resilient modulus testing results used in developing this procedure were collected from the Long Term Pavement Performance (LTPP) and North Carolina Department of Transportation (NCDOT) database. Research effort focused on investigation of the effect of the FWD load level on the condition evaluation procedures. The results indicate that the proposed procedure can estimate the pavement foundation conditions. It is also found that structurally adjusted Base Damage Index (BDI) and Base Curvature Index (BCI) are good indicators for the prediction of stiffness characteristics of aggregate base and subgrade respectively. A FWD test with a load of 66.7 kN or less does not improve the accuracy of this procedure. Results from the study for the nonlinear behavior of a pavement foundations indicate that the deflection ratio obtained from multi-load level deflections can predict the type and quality of the pavement foundation materials.

• Transactions of the Korean Society of Mechanical Engineers A
• /
• v.38 no.12
• /
• pp.1441-1446
• /
• 2014

In the present paper, the effects of the thickness and width of a curved wide-plate, the crack length, and the strain hardening exponent on the crack-tip constraint of the curved wide-plate were investigated. To accomplish this, detailed three-dimensional elastic-plastic finite element (FE) analyses were performed considering various geometric and material variables. The material was characterized by the Ramberg-Osgood relationship, and the Q-stress was employed as a crack-tip constraint parameter. Based on the present FE results, the variations in the Q-stress of the curved wide-plate with the geometric variables and material properties were evaluated. This revealed that the effect of out-of-plane constraint conditions on the crack-tip constraint was closely related to the in-plane constraint conditions, and out-of-plane constraint conditions affected the crack-tip constraint more than in-plane constraint conditions.

• Journal of the Korean Geotechnical Society
• /
• v.19 no.4
• /
• pp.191-200
• /
• 2003

This paper presents the rheological properties of bitumen for reducing negative skin friction. The bitumen has been widely used due to both the cost and construction effectiveness. Also, it is well known that the use of bitumen for reducing negative skin friction renders the best results among other available methods. Three different modified bitumens were used for the testing programs. The physical tests include the penetration, the softening point and penetration index. The rheological tests include phase angle, complex modulus, creep tests and flow tests. The tests were conducted at four different temperatures(15, 30, 45 and 6$0^{\circ}C$) in order to simulate the field condition. The test results were analyzed using the phase angle, G$^*$/sin $\delta$, creep compliance and shear viscosity. The result of tests showed that the phase angle increased and G$^*$/sin $\delta$ decreased with the increase of temperature. The creep compliance increased as the loading time increased. The difference of the creep compliance is detected as the time and temperature are varied, however, the difference of the shear viscosity is not significant among the samples tested in this study. The rheological properties of the bitumen also showed that the physical testing method and the temperature dependant testing method are somewhat limited to showing and expressing the full rheological properties of the modified bitumen. The introduction of the time and the temperature dependent testing method is necessary to find out the full rheological properties of the modified bitumen.

• Fire Science and Engineering
• /
• v.22 no.3
• /
• pp.300-304
• /
• 2008

The flame retardancy was evaluated to present as the fundamental data to decrease the fire hazard of polymers and life losses according to the addition of clay. The combustion characteristics were examined to increase flame retardancy and to decrease smoke yield of epoxy by the addition of clay such as montmorillonite in this study. For this study, the experiments of flame retardancy were conducted the measurement of the limiting oxygen index (LOI), char yield, and smoke density. As MMT concentration increased, LOI and char yield increased. This result showed that the flame retardancy of epoxy/MMT composite was improved. On the contrary, smoke density increased.

• Journal of the Korea Concrete Institute
• /
• v.17 no.6 s.90
• /
• pp.939-946
• /
• 2005

The stiffness properties of heterogeneous concrete materials and their degradation were investigated at different-levels of observations with aids of the opportunities and limitations of multi-resolution wavelet analysis. The successive Haw transformations lead to a recursive separation of the stiffness properties and the response into coarse-and fine-scale features. In the limit, this recursive process results in a homogenization parameter which is an average measure of stiffness and strain energy capacity at the coarse scale. The basic concept of multi-resolution analysis is illustrated with one and two-dimensional model problems of a two-phase particulate composite representative of the morphology of concrete materials. The computational studies include the meso-structural features of concrete in the form of a hi-material system of aggregate particles which are immersed in a hardened cement paste taking due to account of the mismatch of the two elastic constituents.

• The Journal of the Korea institute of electronic communication sciences
• /
• v.16 no.6
• /
• pp.1095-1100
• /
• 2021

In this study, ITZO thin films were deposited on glass, sapphire, and PEN substrates by RF magnetron sputtering, and their electrical and optical properties were investigated. The resistivity of the ITZO thin film deposited on the glass and sapphire substrates was 3.08×10-4 and 3.21×10-4 Ω-cm, respectively, showing no significant difference, whereas the resistivity of the ITZO thin film deposited on the PEN substrate was 7.36×10-4 Ω-cm, which was a rather large value. Regardless of the type of substrate, there was no significant difference in the average transmittance of the ITZO thin film. Figure of Merits of the ITZO thin film deposited on the glass substrate obtained using the average transmittance in the absorption region of the amorphous silicon thin film solar cell and the absorption region of the P3HT : PCBM organic active layer were 10.52 and 9.28×10-3 Ω-1, respectively, which showed the best values. Through XRD and AFM measurements, it was confirmed that all ITZO thin films exhibited an amorphous structure and had no defects such as pinholes or cracks, regardless of the substrate type.

• Journal of the Korean Geotechnical Society
• /
• v.24 no.1
• /
• pp.91-99
• /
• 2008

The method to prepare the large cemented sand specimen for calibration chamber test by air-pluviation is investigated in this study. The uniformity of cemented specimen is evaluated by performing the CPTs, DMTs, and bender element tests in the calibration chamber. The sand particles, pre-wetted with 0.5% water content, are mixed with gypsum to provide the homogeneous coating of gypsum particles on the grain surface. It was shown that the pre-wetting of particle surface is effective to minimize the potential for segregation between sands and gypsum during air-pluviation. It was observed that the extreme void ratios ($e_{max}\;and\;e_{mix}$) of the mixture of pre-wetted sand and gypsum powder increase at lower gypsum content while those of the mixture of dry sand and gypsum decrease with increasing gypsum content. It was also shown from the test results that large cemented specimens reconstituted in calibration chamber by rainer system are quite uniform in vertical and horizontal directions.

• Proceedings of the Korean Vacuum Society Conference
• /
• 2016.02a
• /
• pp.253-253
• /
• 2016

최근 세계적으로 대체 에너지는 중요한 이슈가 되고 있으며 그 중 열전 재료는 유망한 에너지 기술로서 주목 받고 있다. 특히 고 직접화 전자 소자의 발열 문제를 해결하기 위해, 소형화와 정밀 온도 제어가 가능한 박막형 열전 소자에 연구가 주목 받고 있다. 박막형 열전소자 중 산화물 반도체계에 대한 연구가 활발히 진행되고 있으며, 이러한 산화물 반도체계 중 In2O3는 BiTe, PbTe 등의 기존의 재료에 비해 독성이 낮을 뿐만 아니라 내 산화성 및 고온에서 열적 안정성이 우수하여 고온에서 적용 불가능한 금속계 열전 재료의 한계를 극복 할 수 있다는 장점을 가진다. 우수한 성능 가장 낮은 캐리어 밀도를 가지기 때문에 의 열전 재료는 높은 전기 전도도 및 제백 계수 그리고 낮은 열전도도 특성을 가져야만 한다. IZO:Sn(Zn 10 wt.%, Sn 800 ppm) 박막의 경우, 높은 전기 전도성을 가지면서 비정질 구조를 가진다. 이와 같이 비정질 구조를 가지는 박막 열전 재료는 격자에 의한 열 전도도가 낮기 때문에 결정질 구조에 비해 전체 열 전도도 값이 낮을 것으로 기대된다. 따라서 높은 전기 전도도를 가지면서 동시에 낮은 열 전도도를 가지게 되어 우수한 열전 특성을 가질 것이라 예상된다. 이러한 특성을 바탕으로 본 연구에서는 비정질 구조를 갖는 Zn와 미량의 Sn을 동시에 첨가한 In2O3박막의 전기적 특성및 열전 특성을 관찰하고자 한다. 본 연구에서는 magnetron sputtering법으로 IZO:Sn(Zn 10 wt.%, Sn 800 ppm) 타깃을 이용하여 기판 가열없이 DC Power 70 W, 작업 압력 0.7 Pa으로 SiO2 기판 위에 $400{\pm}20nm$ 두께의 박막을 증착하였다. 이러한 공정으로 만들어진 박막은 대기 중 후 열처리를 각각의 200, 300, 400, 500, $600^{\circ}C$ 온도에서 진행하였다. 박막의 미세 구조는 XRD를 통해 관찰하였다. 그리고 박막의 전기적 특성은 Hall effect measurement을 통해 측정하였고, 열전 특성은 Seebeck 상수의 측정을 통하여 평가하였다. XRD 확인 결과 RT에서 증착한 박막과 후 열처리 200, 300, 400, $500^{\circ}C$ 결과 비정질 구조를 보였고, 후열처리 $600^{\circ}C$에서는 결정의 회절 피크를 보였다. 전기적 특성의 경우, 후 열처리 온도가 증가함에 따라 전기 전도도는 감소한다. 이는 공기중의 산소가 박막에 침투하여 oxygen vacancy를 막아 캐리어 밀도가 감소한것에 기인 된 것으로 판단된다. 열전 특성의 경우 제백상수는 후 열처리 $600^{\circ}C$에서 가장 높은 제백상수를 나타낸다. 제백 상수는 수식에 따라 캐리어 밀도의 -2/3승에 비례하게 된다. 수식에 따라 후 열처리 $600^{\circ}C$에서 가장 낮은 캐리어 밀도를 가지기 때문에 가장 높은 제백 상수를 가지게 된다. 열전 성능 척도인 Power factor는 제백 상수의 제곱과 전기전도도의 곱으로 나타내는데, 후 열처리 $200^{\circ}C$에서 가장 높은 Power factor를 보인다. 이는 캐리어 밀도 감소에 따라 전기 전도도는 감소하였지만 이로 인해 제백상수는 증가하였고, 또한 캐리어 밀도 감소에 따라 이온화 불순물 산란의 감소에 의해 이동도의 증가에 의한 것으로 판단된다. 박막의 경우 기판의 영향으로 인해 열 전도도 측정이 어려워 열전 성능 지수(ZT)를 계산을 할 수 없지만, 마그네트론 스퍼터링법으로 증착한 IZO:Sn 박막은 비정질 구조를 가지므로 격자진동에 의한 열 전도도가 낮아 전체 열 전도도가 결정질에 비해 낮을 것이며 이는 높은 열전 성능 지수를 가질 것으로 예상된다.

• Journal of Korea Water Resources Association
• /
• v.42 no.7
• /
• pp.547-558
• /
• 2009

General reliability assessment of levees embankment is performed with safety factors for rainfall characteristics and hydrologic and hydraulic parameters, based on the results of deterministic analysis. The safety factors are widely employed in the field of engineering handling model parameters and the diversity of material properties, but cannot explain every natural phenomenon. Uncertainty of flood analysis and related parameters by introducing stochastic method rather than deterministic scheme will be required to deal with extreme weather and unprecedented flood due to recent climate change. As a consequence, stochastic-method-based measures considering parameter uncertainty and related factors are being established. In this study, a variety of dimensionless cumulative rainfall curve for typhoon and monsoon season of July to September with generation method of stochastic temporal variation is generated by introducing Monte Carlo method and applied to the risk assessment of levee embankment using reliability index. The result of this study reflecting temporal and regional characteristics of a rainfall can be used for the establishment of flood defence measures, hydraulic structure design and analysis on a watershed.