• 비파괴검사학회지
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• 제26권6호
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• pp.390-402
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• 2006

The elastic properties and thickness of mullite environmental barrier coatings grown through chemical vapor deposition (CVD) on silicon carbide substrates were measured using frequency domain photoacoustic microscopy. In this technique, extremely narrow bandwidth surface acoustic waves are generated with an amplitude modulated laser source. A photorefractive crystal based interferometer is used to detect the resulting surface displacement. The complex displacement field is mapped as a function of source-to-receiver distance in order to extract the wavelength of the surface acoustic wave at a given excitation frequency, and the phase velocity is determined. The coatings tested exhibited spatial variations in thickness and mechanical properties. The measured surface wave dispersion curves were used to extract an effective value for the elastic modulus and the coating thickness. Nanoindentation was used to validate the measurements of the effective elastic modulus. The average elastic modulus measured through the coating thickness using nanoindentation is compared to the effective modulus found using the photoacoustic system. Optical microscopy is used to validate the thickness measurements. The results indicate that the photoacoustic microscopy technique can be used to estimate the effective elastic properties in coatings exhibiting spatial inhomogeneities, potentially providing valuable feedback for the optimization of the CVD growth process.

• 한국철도학회논문집
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• 제11권1호
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• pp.54-60
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• 2008

다층 탄성모델에 근거한 철도노반 설계는 열차의 반복 윤하중에 의한 궤도 하부 구조의 거동을 반영하는 응력 의존적인 회복탄성계수$(E_R)$가 각 층의 중요한 입력물성치가 된다. 그러나 반복하중을 가하는 기존의 회복탄성계수 시험법은 비용이 고가이고 시험장비와 숙련도에 따라 결과의 일관성이 떨어지는 단점이 있어 실질적인 적용에 어려움이이었다. 본 연구에서는 이를 극복하기 위해 동적물성치를 이용한 대체 회복탄성계수 시험법을 적용하여 철도노반의 회복탄성계수를 결정하였다. 강화노반에 주로 사용되는 쇄석의 회복탄성계수는 측정된 동적물성치와 열차 운행 중 경험하는 강화노반의 응력을 고려하여 결정되었고, 체적응력과 축차응력의 거듭제곱 형태로 예측모델을 나타내었다. 쇄석의 회복탄성계수는 체적응력이 증가함에 따라 전체적으로 증가하는 경향을 보였고 축차응력이 증감함에 따라 감소하였다. 상 하부노반의 주재료인 SM계열 토사 재료에 대하여 회복탄성계수를 평가하였고, 축차응력만을 이용한 거듭제곱 형태의 예측모델과 상관성이 매우 높게 나타났다.

• 폴리머
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• 제24권2호
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• pp.259-267
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• 2000

겔형 고분자 전해질에 적용 가능한 고분자 매트릭스 중 우수한 기계적 성질 및 높은 유전상수 ($\varepsilon$=8~13)를 가지는 poly(vinylidene fluoride-co-hexafluoro propylene)[P(VdF-co-HFP)]을 사용하고, Ethylene carbonate (EC)/${\gamma}$-butyrolactone (${\gamma}$-BL)의 혼합용매와 LiCF$_3$SO$_3$를 각각 유기용매와 리튬염으로 사용하여 다양한 농도의 전해액 및 겔형의 고분자 전해질을 제조하였다. 제조된 고분자 전해질의 기계적 성질 및 이온전도도를 고분자 매트릭스와 전해액의 흔합비율에 따라 측정하였다. 28.6 wt%의 P(VdF-co-HFP)가 함유된 PVH40이 $25^{\circ}C$에서 1.09$\times$$10^{-3}$S/cm의 가장 높은 이온전도도 값을 보였고, 인장강도, 인장탄성율, 압축탄성율 모두 P(VdF-co-HFP)의 함량에 따라 증가했으며 PVH70과 PVH80사이에서 급격한 변화를 나타내었다. 동역학적 특성측정 시 전형적인 겔의 거동을 보였고, 적용한 변형의 크기에 따라 저장탄성율(G')과 손실탄성율 (G")이 변화되었다.

• Journal of the Korean Wood Science and Technology
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• 제18권4호
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• pp.86-101
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• 1990

The primary objective of this research was to investigate the strength properties of Comply, a composite panel. fabricated with particle board as core material and veneer or plywood as face and back. 20types of comply composites were manufactured according to the four specific gravity levels(0.5, 0.6, 0.7 or 0.8) of particleboard core and three veneer or two plywood thicknesses for face and back. They were tested and compared with matching particleboard (control) on moisture content. specific gravity, bending properties(MOE, MOR SPL). nail resistance and internal bond strength. The obtained results were summarized as follows: The increasing effect of modulus of elasticity was shown by the increase of face and back veneer or plywood thickness. The modulus of rupture and stress at proportional limit of the comply composites bonded with 3mm thick veneers or 3mm thick plywood face and back were higher than 2mm thick veneer or 2mm thick plywood as face and back. Both of modulus of rupture and stress at proportional limit on bending of Comply were higher than those of control board. Also the modulus of elasticity of Comply showed much higher than that of control board. The nail resistance of Comply, composed of plywood as face and back was higher than that of veneer. The nail resistance of control board was higher than that of Comply at Sp.Gr 0.7 and 0.8 core boards. Internal bond of Comply, composed of 1mm and 2mm thick veneer as face and back was higher than that of 3mm thick veneer. The increasing effect of modulus of elasticity was shown by the increase of shelling ratio in Comply composed of veneer and plywood as face and back. The modulus of rupture was increased by the increment of shellmg ratio in Compiy, composed of plywood as face and back. The modulus of elasticity and modulus of. rupture of comply were higher than those of particleboard(control) in effect of shelling ratio. Therefore it was concluded that the mechanical property values of Comply were clearly greater than those of particleboard(control).

• Geomechanics and Engineering
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• 제12권5호
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• pp.849-862
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• 2017

With growing interests in using bacterial biopolymers in geotechnical practices, identifying mechanical properties of soft gel-like biopolymers is important in predicting their efficacy in soil modification and treatment. As one of the promising candidates, dextran was found to be produced by Leuconostoc mesenteroides. The model bacteria utilize sucrose as working material and synthesize both soluble and insoluble dextran which forms a complex and inhomogeneous polymer network. However, the traditional rheometer has a limitation to capture in situ properties of inherently porous and inhomogeneous biopolymers. Therefore, we used the particle tracking microrheology to characterize the material properties of the dextran polymer. TEM images revealed a range of pore size mostly less than $20{\mu}m$, showing large pores > $2{\mu}m$ and small pores within the solid matrix whose sizes are less than $1{\mu}m$. Microrheology data showed two distinct regimes in the bacterial dextran, purely viscous pore region of soluble dextran and viscoelastic region of the solid part of insoluble dextran matrix. Diffusive beads represented the soluble dextran dissolved in an aqueous phase, of which viscosity was three times higher than the growth medium viscosity. The local properties of the insoluble dextran were extracted from the results of the minimally moving beads embedded in the dextran matrix or trapped in small pores. At high frequency (${\omega}>0.2Hz$), the insoluble dextran showed the elastic behavior with the storage modulus of ~0.1 Pa. As frequency decreased, the insoluble dextran matrix exhibited the viscoelastic behavior with the decreasing storage modulus in the range of ${\sim}0.1-10^{-3}Pa$ and the increasing loss modulus in the range of ${\sim}10^{-4}-1\;Pa$. The obtained results provide a compilation of frequency-dependent rheological or viscoelastic properties of soft gel-like porous biopolymers at the particular conditions where soil bacteria produce bacterial biopolymers in subsurface.

• 한국농공학회지
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• 제35권4호
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• pp.38-46
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• 1993

This study is to analyze effect of exposure environment and mode of ASR on the engineering properties of synthetic lightweight aggregate concrete, such as dynamic modulus of elasticity and ultrasonic pulse velocity. The results of this study are summarized as foflows ; 1. The expansion rate of each exposure environment in 380$^{\circ}$C and NaCI 4% solution was shown higher than in 20$^{\circ}$C and normal water. The expansion rate of each exposure mode was largely shown in order of fjill immersion, wetting/drying, half immersion. 2. The dynamic modulus of elasticty and ultrasonic pulse velocity of each exposure environment in 38$^{\circ}$C and NaCl 4% solution was shown less than in 20$^{\circ}$C and normal water. The dynamic modulus of elasticity and ultrasonic pulse velocity of each exposure mode was shown smaller in order of full immersion, wetting/drying, half imersion.3. The relation between dynamic modulus of elasticity and ultrasonic pulse velocity was highly significant. The dynamic modulus of elasticity was increased with increase of ultrasonic pulse velocity. The decreasing rate of the dynamic modulus of elasticity was shown 2.1~3.4 times higher than the ultrasonic pulse velocity at each age, exposure environment and mode, respectively. 4. The expansion of each exposure environment and mode was increased with increase of curing age. The dynamic modulus of elasticity and ultrasonic pulse velocity of those concrete was increased with increase of curing age. At the curing age 28 days, the highest properties was showed at each type concrete, it was gradually decreased with increase of curing age. Specially, at the curing age 98 days of full immersion, the rate of expansion of type D was shown 3.95 times higher than the type A. But the dynamic modulus of elasticity and ultrasonic pulse velocity was decreased 17% and 8.3%.

• Computers and Concrete
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• 제24권6호
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• pp.541-553
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• 2019

Alkali-silica reaction (ASR) in concrete can induce degradation in its mechanical properties, leading to compromised serviceability and even loss in load capacity of concrete structures. Compared to other properties, ASR often affects the modulus of elasticity more significantly. Several empirical models have thus been established to estimate elastic modulus reduction based on the ASR expansion only for condition assessment and capacity evaluation of the distressed structures. However, it has been observed from experimental studies in the literature that for any given level of ASR expansion, there are significant variations on the measured modulus of elasticity. In fact, many other factors, such as cement content, reactive aggregate type, exposure condition, additional alkali and concrete strength, have been commonly known in contribution to changes of concrete elastic modulus due to ASR. In this study, an artificial intelligent model using artificial neural network (ANN) is proposed for the first time to provide an innovative approach for evaluation of the elastic modulus of ASR-affected concrete, which is able to take into account contribution of several influence factors. By intelligently fusing multiple information, the proposed ANN model can provide an accurate estimation of the modulus of elasticity, which shows a significant improvement from empirical based models used in current practice. The results also indicate that expansion due to ASR is not the only factor contributing to the stiffness change, and various factors have to be included during the evaluation.

• 한국지반공학회논문집
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• 제29권10호
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• pp.67-74
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• 2013

본 연구의 목적은 노상토로 사용되는 세립토의 회복탄성계수($M_r$)에 대한 지반물성치의 영향을 평가하는 것이다. A-6그룹과 A-7-6그룹에 해당하는 8개의 세립토를 도로건설현장의 노상토에서 수집하여 지반물성치를 결정하였다. Atterberg 한계실험, 체분석, 비중계 분석, 다짐실험, 일축압축강도 실험은 세립토의 지반물성치를 결정하기 위해 수행되었다. 각 흙 시료에서 3가지 조건의 함수비(최적함수비보다 낮은 함수비, 최적함수비, 최적함수보다 높은 함수비)를 가진 시편에 대하여 $M_r$실험과 일축압축강도실험을 수행하였다. 세립토의 $M_r$은 함수비에 가장 큰 영향을 받았으며 함수비가 증가할수록 $M_r$은 감소하는 경향을 보였다. 세립토의 $M_r$은 일축압축강도, 점토 함유량, 실트와 점토 함유량, 액성한계, 소성지수가 증가할수록 증가하는 경향을 보였다. 또한, 모래의 함유량이 증가할수록 세립토의 $M_r$은 감소하는 경향을 보였다.

• 한국도로학회논문집
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• 제10권3호
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• pp.11-18
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• 2008

최근 국내외에서 역학적-경험적 설계법의 개발 및 이의 활용을 위한 각종 연구가 매우 활발하게 진행중에 있다. 미국의 경우 AASHTO 2002 설계법, 우리나라의 경우 한국형 도로포장설계법의 개발이 진행 중에 있고, 개발되는 설계법에 도로포장재료의 역학적 물성치 평가가 상당히 중요한 역할을 하도록 구성되어 있다. 따라서 설계법에 이용될 국내 아스팔트 혼합물의 재료물성의 평가가 매우 시급한 실정이다. 설계법에 이용되는 재료 물성을 평가하는 방법 중 최근에 많이 적용되는 방법이 동탄성계수 실험이다. 동탄성계수는 다양한 온도조건, 하중, 속도를 이용하여 다양한 교통조건을 반영할 수 있다. 사용된 골재의 입도, 아스팔트 바인더에 따라서 변화하며, 특히 아스팔트 혼합물의 점탄성적인 특성을 잘 묘사할 수 있는 물성치 평가방법이라고 할 수 있다. 본 연구에서는 아스팔트 혼합물에 사용되는 골재의 공칭최대치수 및 입도분포와 동탄성계수와의 상관관계를 규명하는 것이다. 국내의 실험장비 조건을 고려할 때, 시편의 직경 및 높이는 100mm 및 150mm를 이용하는 것이 바람직하다. 또한, 골재의 공칭최대치수가 커짐에 따라 동탄성계수가 증가하는 경향을 나타내었다.

• Structural Engineering and Mechanics
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• 제74권5호
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• pp.671-678
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• 2020

In this work, the dynamic properties of a high performance concrete containing glass powder (GP) was studied. The GP is a new cementitious material obtained by recycling waste glass presenting pozzolanic activity. This eco-friendly material was incorporated in concrete mixes by replacing 20 and 30% of cement. The mechanical properties of building materials highly affect the response of the structure under dynamic actions. First, the resonant vibration frequencies were measured on concrete plate with free boundary conditions after 14, 28 and 90 curing days by using an alternative vibration monitoring technique. This technique measures the average frequencies of several excitations done at different points of the plate. This approach takes into account the heterogeneity of a material like concrete. So, the results should be more precise and reliable. For measuring the bending and torsion resonant frequencies, as well as the damping ratio. The dynamic properties of material such as dynamic elastic modulus and dynamic shear modulus were determined by modelling the plate on the finite element software ANSYS. Also, the instantaneous aroused frequency method and ultrasound method were used to determine the dynamic elastic modulus for comparison purpose, with the results obtained from vibration monitoring technique.