• 대한전자공학회논문지SD
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• 제37권3호
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• pp.14-19
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• 2000

Seed crystal 로 bare (0001) 사파이어 기판을 사용하여 hydride vapor Phase epitaxy (HVPE)법을 이용하여 free-standing GaN 단결정기판을 성장시켰다. 일정한 두께의 GaN막을 성장한 후 사파이어 기판을 mechanical polishing 작업으로 제거하여 두께 200 ㎛, 10×10 ㎛ 크기의 free-standing GaN 기판을 얻을 수 있었으며, 성장 전 GaCl 전처리를 수행함으로써 crack이 없는 기판을 제작할 수 있었다. 이렇게 제작된 free-standing GaN 기판의 특성을 SiO/sub 2/ patterned sapphire위에 LEO (Lateral Epitaxial Overgrowth) 방법으로 성장된GaN박막과 double crystal x-ray diffraction (DC-XRD), cathode-luminescence (CL) 및 photoluminescence (PL) 방법으로 특성을 비교하였다.

• 한국재료학회지
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• 제10권5호
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• pp.321-327
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• 2000

다공성 알루미나 소결체내부로 3Y-TZP 및 12Ce-TZP 전구체를 각각 액상침투시킴으로써 2종류의 $Al_2O_3/TZP$복합체를 제조하였다. 소량의 (~11.0 wt%) TZP의 첨가는 Al2O3소결체 ($1600^{\circ}C$, 2시간)의 강도 (19~59%)와 파괴인성(14~157%)을 증가시켰다. 3Y-TZP의 첨가는 복합체의 강도의 향상에 12Ce-TZP의 첨가는 인성의 향상에 보다 효과적이었다. 침투도니 TZP는 복합체의 내부보다 표면에 집중되었으며, 그 결과 이곳에서의 입성장에 빨랐고 $Al_2O_3$의입성장 억제효과도 상대적으로 뛰어났다. 입계 및 입내균열전파가 일어났으나 $Al_2O_3/12Ce-TZP$의 경우가 $Al_2O_3/3Y-TZP$에 비하여 입계파괴가 우세하였다

• 한국결정성장학회지
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• 제10권6호
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• pp.389-393
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• 2000

본 연구에서는 $\mu$-PD법으로 Er : Mg : $LiNbO_3$화이버 결정을 MgO의 첨가량을 달리하여 성장시켰으며, 첨가물 농도에 따른 성장조건과 PL 특성에 관해 조사하였다. 또한,성장한 결정의 투과 스펙트럼으로부터 Er : Mg : $LiNbO^3$에서 $Er^{3+}$ 의 에너지 준위구조를 계산하였다. Crack과 bubble등의 결함이 없는 결정은 after-beater를 조정하여 0.5 mm/min 이하의 성장속도에서 얻을 수 있었다. MgO의 농도에 따른 PL강도는 0.6 mol% $Er_2O_3$와 3 mol% MgO가 첨가된 Er : Mg : $LiNbO_3$결정에서 가장 강한 형광강도가 관측되었다. 또한, 에너지 준위 $^4S_{3/2}$에서 기저준위로 방출되는 빛이 가장 강했으며 1530 nm의 형광은 비방출천이 및 형광방출 등의 원인에 의한 $^4I_{13/2}$ 준위에서의 여기전자 감소가 형광강도 감소의 원인임을 알 수 있었다.

• 한국세라믹학회지
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• 제25권3호
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• pp.231-236
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• 1988

$Al_2O_3$ 기지에 미치는 2차상의 영향을 알아보기 위하여 SiC 입자를 5~20vol.% 분산시키고 소결조제로서 $TiO_2$ 또는 RY_2O_3$를 2.5wt.%첨가하여 180$0^{\circ}C$, $N_2$분위기 중에서 90분간 상압소결 하였다. SiC함량이 증가함에 따라 소결체의 밀도는 감소하였지만 기계적 물성은 증가하여 $Y_2O_3$를 소결조제로 첨가한 경우, 꺾임강도는 525MPa, 경도는 17.1GPa,파괴인성은 4.1 MPa.$m^{1/2}$ 정도의 최고값을 나타내었고 반면 $TiO_2$를 소결조제로 첨가한 경우 꺾임강도 285MPa , 경도 12.1GPa 정도의 값을 나타냈다. 그리고 이와 같은 기계적 물성의 증진은 주로 SiC의 복합화에 따른 균열의 편향과 $Al_2O_3$ 의 입자성장억제효과에 의한 것으로 밝혀졌다.

• Structural Engineering and Mechanics
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• 제53권2호
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• pp.311-324
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• 2015

The purpose of this study was to investigate experimentally the fatigue performance of reinforced concrete (RC) beams with hot-rolled ribbed fine-grained steel bars of yielding strength 500MPa (HRBF500). Three rectangular and three T-section RC beams with HRBF500 bars were constructed and tested under static and constant-amplitude cyclic loading. Prior to the application of repeated loading, all beams were initially cracked under static loading. The major test variables were the steel ratio, cross-sectional shape and stress range. The stress evolution of HRBF500 bars, the information about crack growth and the deflection developments of test beams were presented and analyzed. Rapid increases in deflections and tension steel stress occured in the early stages of fatigue loading, and were followed by a relatively stable period. Test results indicate that, the concrete beams reinforced with appropriate amount of HRBF500 bars can survive 2.5 million cycles of constant-amplitude cyclic loading with no apparent signs of damage, on condition that the initial extreme tensile stress in HRBF500 steel bars was controlled less than 150 MPa. It was also found that, the initial extreme tension steel stress, stress range, and steel ratio were the main factors that affected the fatigue properties of RC beams with HRBF500 bars, whose effects on fatigue properties were fully discussed in this paper, while the cross-sectional shape had no significant influence in fatigue properties. The results provide important guidance for the fatigue design of concrete beams reinforced with HRBF500 steel bars.

• 한국세라믹학회지
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• 제26권3호
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• pp.438-444
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• 1989

The role of TiC and the effect of Y2O3 addition on the densification, microstructure and mechanical properties of Al2O3-TiC composite have been studied. The amount of Y2O3 has been varied from 0 to 2 wt.% while keeping the TiC content at 10, 20 or 30 wt.%. The powder compacts have been sintered at 1,75$0^{\circ}C$ for various times in 1 atm Ar atmosphere and hot isostatically pressed (HIPed) at 1,$600^{\circ}C$ for 0.5h under 1,500atm Ar. Considerable increase in sintered density(over 95%) has been achieved by adding 0.5 wt.% Y2O3 in specimens containing high TiC volume. More addition of Y2O3 does not affect the densification. With increasing the sintering time from 0.5 to 4h, slight increase in density results. The growth of Al2O3 grain has been enhanced by Y2O3 addition ; this tendency is reduced with increasing TiC content because of grain boundary dragging effect of TiC particles. The hardness of specimens increases considerably by an addition of 0.5wt.% Y2O3 owing to the density increase. Further addition of Y2O3 has no effect on hardness. Fracture toughness augments with TiC content by crack deflection around the particles. By adding 0.5wt.% Y2O3, all the specimens can be densified to isolated pore stage and thus can be HIPed to full densification and better mechanical property. In particular, the fracture toughness of Al2O3-30 TiC specimen increases about 50% by HIPing. Fully dense Al2O3-30 TiC with good mechanical properties can be prepared by normal Sintering/HIPing process.

• Computers and Concrete
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• 제24권3호
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• pp.193-206
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• 2019

Although concrete is the most widely used construction material, its deficiency in shrinkage and low tensile resistance is undeniable. However, the aforementioned defects can be partially modified by addition of fibers. On the other hand, possibility of adding waste materials in concrete has provided a new ground for use of recycled concrete aggregates in the construction industry. In this study, a constant combination of recyclable coarse and fine concrete aggregates was used to replace the corresponding aggregates at 50% substitution percentage. Moreover, in order to investigate the effects of fibers on mechanical and durability properties of recycled aggregate concrete, the amounts of 0.5%, 1%, and 1.5% steel fibers (ST) and 0.05%, 0.1% and 0.15% polypropylene (PP) fibers by volumes were used individually and in hybrid forms. Compressive strength, tensile strength, flexural strength, ultrasonic pulse velocity (UPV), water absorption, toughness, elastic modulus and shrinkage of samples were investigated. The results of mechanical properties showed that PP fibers reduced the compressive strength while positive impact of steel fibers was evident both in single and hybrid forms. Tensile and flexural strength of samples were improved and the energy absorption of samples containing fibers increased substantially before and after crack presence. Growth in toughness especially in hybrid fiber-reinforced specimens retarded the propagation of cracks. Modulus of elasticity was decreased by the addition of PP fibers while the contrary trend was observed with the addition of steel fibers. PP fibers decreased the ultrasonic pulse velocity slightly and had undesirable effect on water absorption. However, steel fiber caused negligible decline in UPV and a small impact on water absorption. Steel fibers reduce the drying shrinkage by up to 35% when was applied solely. Using fibers also resulted in increasing the ductility of samples in failure. In addition, mechanical properties changes were also evaluated by statistical analysis of MATLAB software and smoothing spline interpolation on compressive, flexural, and indirect tensile strength. Using shell interpolation, the optimization process in areas without laboratory results led to determining optimal theoretical points in a two-parameter system including steel fibers and polypropylene.

• 한국정밀공학회지
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• 제24권3호
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• pp.91-99
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• 2007

Fractures of galvannealed coating layer during actual press forming in automotive applications were observed by scanning electron microscopy in order to understand fracture mechanism. Fracture behaviors of galvannealed coating layer in extra deep drawing quality steels and high strength steels have been studied by performing the tests describing the representative plastic deformation in sheet metal forming such as uni-axial tensile test, compression test, bi-axial test and plane strain test. Growth and direction of cracks were deeply related to the plastic deformation modes and history. The material properties of galvannealed coating layer were investigated by nano-indentation test equipped with Berkovich diamond indentor for the specimens. Hardness and elastic modulus of the coating layer were higher than bared steels and that was the reason for crack of coating layer. Flat friction test and drawbead friction test were performed to observe the effect of the surface morphology on the frictional characteristics. The micro-plasto hydrodynamic lubrication were appeared and played an important role in reducing the coefficient of friction.

• 콘크리트학회논문집
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• 제19권5호
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• pp.577-584
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• 2007

Steel microfiber (SMF)가 알칼리-실리카 반응 (ASR)에 미치는 영향을 두 가지 종류 (부순 오팔과 직경이 일정한 pyrex 막대)의 반응 골재를 사용하여 알아보았다. ASR에 의한 균열은 기준 모르타르에서 쉽게 발견되었으나 SMF 모르타르의 균열은 아주 제한적이었다. SMF의 균열 진전 제어 메커니즘을 통하여 ASR에 의한 모르타르의 강도 저하와 팽창을 효과적으로 막을 수 있었고, ASR 생성물들의 유동성이 저하됨을 알 수 있었다. ASR 생성물의 성분을 microprobe 분석과 ICP 분광계를 이용하여 알아보았다. SMF의 구속 효과는 액체상태인 ASR 생성물의 높은 나트륨이 온과 규소이온의 농도를 초래하였으며, 높은 이온의 농도는 ASR 알칼리-실리카 반응성을 저하하는 원인으로 생각되어 진다.

• Computers and Concrete
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• 제25권1호
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• pp.15-27
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• 2020

During the past decades, the application of acoustic emission techniques (AET) through the diagnosis and monitoring of the fracture process in materials has been attracting considerable attention. AET proved to be operative among the other non-destructive testing methods for various reasons including their practicality and cost-effectiveness. Concrete and rock structures often demand thorough and real-time assessment to predict and prevent their damage nucleation and evolution. This paper presents an overview of the work carried out on the use of AE as a monitoring technique to form a comprehensive insight into its potential application in brittle materials. Reported properties in this study are crack growth behavior, localization, damage evolution, dynamic character and structures monitoring. This literature review provides practicing engineers and researchers with the main AE procedures to follow when examining the possibility of failure in civil/resource structures that rely on brittle materials.