• Journal of the Korean Ceramic Society
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• v.37 no.11
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• pp.1119-1125
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• 2000

용융 Si 침윤 방법에 의한 새로운 다공질 RBSC 제조공정이 개발되었으며, 용융 Si 침윤공정 방법으로 제조된 다공질 RBSC의 최대 3-점 파괴 강도는 18 MPa, 최대 기공율은 46% 범위이었다. 용융 Si 침윤방법으로 제조된 다공질 RBSC의 기계적 특성 및 기공율은 성형체내 SiC 입자 표면의 카본 source의 양 및 침윤시 사용된 Si의 양에 직접적으로 영향을 받는 것으로 나타났다. 침윤시 상대 Si 양은 40%를 사용하였으며, SiC 입자 표면에 graphite와 phenol resin을 함께 코팅한 성형체를 사용하여 제조된 다공질 RBSC에서 최대 파괴강도 값을 얻었다. 상대 Si의 양의 증가는 다공질 RBSC의 파괴강도를 감소시켰으며, SiC 입자 표면의 카본 source 코팅층은 graphite와 phenol resin을 같이 사용하였을 때 다공질 RBSC의 파괴강도는 증가되었으나, RBSC 내 기공율은 감소되었다.

• Investigative Magnetic Resonance Imaging
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• v.16 no.1
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• pp.67-75
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• 2012

Purpose : We studied enhanced method to view the vessels in the brain using Magnetic Resonance Angiography (MRA). Noticing that Maximum Intensity Projection (MIP) image is often used to evaluate the arteries of the neck and brain, we propose a new method for view brain vessels to stereo image in 3D space with more superior and more correct compared with conventional method. Materials and Methods: We use 3T Siemens Tim Trio MRI scanner with 4 channel head coil and get a 3D MRA brain data by fixing volunteers head and radiating Phase Contrast pulse sequence. MRA brain data is 3D rotated according to the view angle of each eyes. Optimal view angle (projection angle) is determined by the distance between eye and center of the data. Newly acquired MRA data are projected along with the projection line and display only the highest values. Each left and right view MIP image is integrated through anaglyph imaging method and optimal stereoscopic MIP image is acquired. Results: Result image shows that proposed method let enable to view MIP image at any direction of MRA data that is impossible to the conventional method. Moreover, considering disparity and distance from viewer to center of MRA data at spherical coordinates, we can get more realistic stereo image. In conclusion, we can get optimal stereoscopic images according to the position that viewers want to see and distance between viewer and MRA data. Conclusion: Proposed method overcome problems of conventional method that shows only specific projected image (z-axis projection) and give optimal depth information by converting mono MIP image to stereoscopic image considering viewers position. And can display any view of MRA data at spherical coordinates. If the optimization algorithm and parallel processing is applied, it may give useful medical information for diagnosis and treatment planning in real-time.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.388-392
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• 2015

본 연구에서는 고정하상 직하류부에서 발생하는 국부세굴현상을 분석하기 위해서 이동상 수리실험을 수행하였다. 순환식 유량공급이 가능한 개수로 실험장치에 아크릴로 제작된 사각형 모형을 설치하고 하류에 균일한 입경의 모래를 설치하여 다양한 수리조건과 시간변화에 따른 하상고의 변화를 측정하였다. 그리고 측정된 하상고 자료로부터 시간별 최대세굴심의 크기를 산정하여 분석하였다. 그 결과 세굴심의 상류부 경사는 일정한 값으로 유지되었고, 최대세굴심과 세굴공 길이, 최대세굴심 발생거리는 시간변화에 따라 증가폭이 점차적으로 감소하였다. 또한 세굴심의 시간변화식의 기울기와 경계지점에서의 수심평균 상대난류강도값과의 관계를 분석하였다. 세굴공 내에서는 하상근처에서 후류가 발생하고, 수심방향으로 유속편차가 극심하게 증가하는 분리전단층이 발생하였다. 본 연구에서 분석된 최대세굴심의 시간적 변화양상과 세굴심 내부에서 발생하는 흐름 및 난류강도 분포특성을 보다 면밀히 분석하여 세굴심의 발달에 영향을 미치는 인자를 이용하여 향후 적절한 세굴심의 예측식을 개발할 수 있고, 최대세굴심을 저감할 수 있는 방안을 제안할 수 있다.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.839-842
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• 2008

The ACI 318-05 code requires the maximum amount of shear reinforcement in reinforced concrete (RC) beams to prevent possible sudden shear failure due to over reinforcement. The design equations of the maximum amount of shear reinforcement provided by the current four design codes, ACI 318-05, CSA-04, EC2-02, and JCI-99, differ substantially from one another. The ACI 318-05, CSA-04, and EC2-02 codes provide an expression for the maximum amount of shear reinforcement ratio as a function of the concrete compressive strength, but Japanese code does not take into account the influence of the concrete compressive strength. For high strength concrete, the maximum amount of shear reinforcement calculated by the EC2-02 and CSA-04 is much greater than that calculated by the ACI 318-05. This paper presents the effects of shear reinforcement ratio and compressive strength of concrete on the maximum shear reinforcement in reinforced concrete beams. Ten RC beams having various shear reinforcement ratio were tested. Although the test beams were designed to have much more amount of shear reinforcement than that required in the ACI 318-05 code, all beams failed due to web concrete crushing after the stirrups reached the yield strain.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2001.11a
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• pp.46-52
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• 2001

본 연구에서는 롤러로 지지된 슬래브 구조물인 연결통로 구조물에 대한 구조해석을 수행하여, 고정하중(사하중)과 활하중 작용시 대상구조물에 발생되는 최대 변위 및 최대 단면력을 해석하였으며, 극한강도설계법에 의하여 극한강도 및 설계강도를 비교·검토함으로써 대상 연결통로 구조물의 안전성을 평가하였다. 구조해석시 대상구조물을 3차원 뼈대 요소 및 shell 요소로 형상화하여 모델링하였으며, 현재 가장 널리 사용되고 있는 범용 구조해석 프로그램인 SAP 2000 Nonlinear에 의해 구조해석을 수행하였다.(중략)

• Korean Journal of Agricultural Science
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• v.6 no.2
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• pp.185-191
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• 1979

Compressive and tensile strengths of commonly being used mortar and mortar specially hardened by adding 1%, 2% and 3% of $CaCl_2$ were compared under the different mixing ratio of mortar and ages to investigate the effect of $CaCl_2$ which is being used as a promotor for coagulation and hardness, on the strength of mortar. The results obtained were as follows: 1. The compressive strength of mortar hardened by addition of $CaCl_2$ was higher than that of commonly being used mortar. The highest compressive strength of mortar was obtained when 2% of $CaCl_2$ were added. 2. The tensile strength of mortar, which was made by adding $CaCl_2$ and aged for seven days, was higher than that of commonly being used mortar. The highest tensile strength of mortar was obtained when 1% of $CaCl_2$ was added and aged for 28 days. And the tensile strength of mortar with 2% of $CaCl_2$ was lower than that of commonly being used mortar. 3. When the amount of $CaCl_2$ added was higher than 3%, the mortar was abruptly hardened and thereby occurred crack was considered lowering strength of mortar. 4. The rich mix was effective for the increasing the compressive and tensile strength before seven days of age and less effective after seven days of age. Therefore, the addition of one to two per cent of $CaCl_2$ would be effective for promoting initial strength of mortar during winter season.

• Proceedings of the Korean Society For Composite Materials Conference
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• 2002.10a
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• pp.257-260
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• 2002

자체적으로 방사된 C-유리섬유와 E-유리섬유의 최적 싸이징제 제거 열처리온도조건을 알아보기 위하여 대류오븐에서 100, 200, 300, 그리고 $400^{\circ}C$에서 2, 4, 8, 16, 32, 64 그리고 128분 동안 체류한 섬유의 인장강도를 측정하였다. 그리고 다른 열처리조건으로 325, 350, 375 그리고 $400^{\circ}C$로 $25^{\circ}C$씩 증가시켜 처리시간은 1.5, 3, 6, 12, 24, 48 그리고 96시간을 선택하여 섬유의 인장강도 변화를 측정하였다. C-유리섬유의 경우 열처리에 의한 인장강도 감소가 최대 1.8%정도 였다. E-유리섬유의 열처리에 의한 인장강도의 감소률은 최대 약 1%정도였다. C-유리섬유의 경우 열처리 온도가 짧은 시간과 긴체류시간에서 일정한 영향을 미쳤다. 즉 높은 열처리 온도에서 높은 인장강도 감소를 나타내었다. 그 반면 E-유리섬유의 경우 짧은 체류시간에 있어서는 C-유리섬유와 유사한 특성을 나타내었으나 긴체류 시간에 있어서는 열처리 온도조건에 의한 영향이 극히 미미하였다.

• Journal of the Korean Geotechnical Society
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• v.36 no.9
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• pp.33-44
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• 2020

In order to analyze the shear strength characteristics of the grout with sudden gelation in the pre-hardening state, the viscosity of the mixture and the indoor vane shear test were performed. The grout was prepared according to the water-cement (w/c) ratio and the shear strength test was conducted. The plastic-state shear strength of grout was affected by the w/c ratio, so the lower the w/c ratio, the higher the initial shear strength was, and the longer the curing time was, the higher the shear strength was. The maximum shear strength occurred at the faster rotation angle as the higher shear strength was developed, and the lower shear strength occurred at the larger rotation angle. In addition, it was confirmed that the pre-hardening grout rapidly decreased in strength after the maximum shear strength was gained, and converged at a certain level after the rotation angle of the vane blade was about 70° to 90°.

• The Monthly Diabetes
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• s.125
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• pp.40-41
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• 2000

조깅, 서서하는 자전거 운동을 실시할 경우 자궁수축이 일어나기 때문에 운동강도 조절이 필요하며 임신 전에 하던 운동도 임신중에는 운동강도를 조절해야 한다. 운동강도는 최대심박수의 40$\~$60$\%$로 정도가 적절하며 주 3회 정도 하는 것이 바람직하다.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.25 no.4
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• pp.191-199
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• 1989

Research on the acoustic properties of fish has been carried out by a number of scientific workers from the earliest days of applying acoustic techniques to fish biomass estimates. This paper describes measurements of the target strength of Cyprinus Carpio, which measurements made at 50KHz in the experimental water tank. The results obtained are as follows: 1. The target strength(dB) of the fish has a directivity pattern quite similar to that of a transducer. The maximum value of target strength(dB) is obtained when the fish is insonified to its head-tail axis either from the dorsal or from the ventral side. 2. Empirical relationship between target strength(dB) and body length(cm) of the fish can be estimated as TS=20 Log L-65.4 where TS is the target strength of the fish and L is the body length of the fish. 3. The relationship between target strength(dB) and body weight(g) of the fish can be estimated as TS=6.7 Log W-53.7 where W is body weight of the fish.