• Title/Summary/Keyword: 구조적 안정도

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Trend on Development of Polymeric Organosilicone Surfactants (고분자 유기실리콘 계면활성제의 개발 동향)

  • Rang, Moon Jeong
    • Journal of the Korean Applied Science and Technology
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    • v.32 no.3
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    • pp.546-567
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    • 2015
  • Silicone-based surfactants consist of a hydrophobic organosilicone group coupled to one or more hydrophilic polar groups, while the hydrophobic groups of hydrocarbon surfactants are hydrocarbons. Silicone surfactants have been widely used in many industrial fields starting from polyurethane foam to construction materials, cosmetics, paints & inks, agrochemicals, etc., because of their low surface tension, lubricity, spreading, water repellency and thermal and chemical stability. A wide range of silicone surfactant structures are required to provide the functional diversity for reflecting the necessities in the various applications. This review covers the basic properties and the synthetic schemes of polydimethylsiloxane and reactive polysiloxanes as hydrophobic siloxane backbones, the main reaction schemes, such as hydrosilylation reaction, for coupling reactive polysiloxanes to hydrophilic groups, and the synthetic schemes of the main polysiloxane surfactants including polyether-, ionic-, carbohydrate-type surfactants.

Design and Evaluation of Osseointegration Analysis System for Dental Implant (치과 임플란트용 골융합 측정기의 설계 및 평가)

  • Lee, Joo-Hee;Kim, Chang-Il;Kim, Chul-Min;Paik, Jong-Hoo;Cho, Jeong-Ho;Chun, Myoung-Pyo;Jeong, Young-Hun;Lee, Jeong-Bae;Lee, Seung-Dae;Lee, Young-Jin
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2010.06a
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    • pp.295-295
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    • 2010
  • 생체 식립형 임플란트의 경우 성공도는 매식체의 골유착 정도에 크게 영향을 받는다. 골유착 시 임플란트의 표면 형상과 하중, 골질의 양 등 많은 요인에 영향을 받게 되므로, 임플란트의 안정성을 주기적으로 점검해야할 필요가 있다. 따라서 임플란트 안정성을 공진 주파수 분석법을 이용하여 측정하기 위해 압전소자 제작과 트랜스듀서의 구조를 설계하였다. 유한요소 해석을 통하여 압전소자와 트랜스듀서의 두께와 크기 변화를 통해 측정 주파수 범위를 10kHz대역으로 맞추었으며, 해석 결과를 토대로 샘플제작과 평가를 실시하였다. 평가 결과 시뮬레이션 해석결과와 유사한 10kHz의 주파수 대역을 가지는 것을 볼 수 있었고, 식립된 나사의 고정도가 증가할수록 주파수가 점차 증가하는 결과를 얻을 수 있었다.

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Development of Gel Formulation Containing Alkaloid of Cacao Extract (카카오 추출물의 알칼로이드 성분이 함유된 겔제형의 개발)

  • Kang, Sun -Young
    • Korean Journal of Plant Resources
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    • v.30 no.5
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    • pp.535-541
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    • 2017
  • In this study, methanol (CAMe) and ethanol (CAEt) extract of Theobroma cacao L. were tested to see possibility as natural functional cosmetic agent. Cacao extract and cacao extract loaded gel were evaluated for various properties such as antioxidant, antimicrobial, cell viability, anti-inflammatory. Inhibition of nitric oxide production in lipopolysaccaride (LPS) stimulated raw 264.7cells, at concentration of $0.125{\sim}1{\mu}g/ml$ a dose-dependent manner. Gel formulation (3% extract) were stable for 60day in both extract. In conclusion, gel containing extract of Theobroma cacao L. indicated strong possibility for functional cosmetic ingredient.

Parametric Study on Steel composite Girder bridges for HONAM High-Speed Railway Considering Criteria Requirement of Dynamic Response (호남고속철도 동적 안정성 요구 조건을 고려한 강합성 거더교의 변수 연구)

  • Cho, Sun-Kyu;Jung, Han-Ouk;Kim, Sung-Il
    • Proceedings of the KSR Conference
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    • 2007.11a
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    • pp.1370-1378
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    • 2007
  • High speed railway bridge is affected on safety of bridge by dynamic amplification effect, when dynamic response of bridge is equal to effect cycle load for rolling stock axle according to high speed operation train. And excessive deformation of structure has negative effect on operation safety of train and comfort of passenger due to fluctuation of wheel load by torsion of track etc. and decrease of contact force on vehicle wheel-rail. To ensure the safety of track and train operation safety, it is have to perform the study on resonance and deformation of structure. That criteria and requirement of railway bridge is limitation of vertical acceleration on deck for dynamic behavior of structure, contact of vehicle wheel and rail, limitation of face distortion and rotation angle of end deck, and limitation of vertical displacement by train. Unlike KYEONGBU High Speed Railway, New constructed HONAM High Speed Railway have to applied the new requirement for dynamic behavior safety according to change of condition which is type of ballast (slab ballast), interval of track, and actual rolling stock load. Therefore, in this paper, it was conformed the dynamic characteristic due to parameter, which related with above mentioned criteria, for steel composite bridges.

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Analysis of Geophysical and Geotechnical SPT Data for the Safety Evaluation of Fill Dam (필댐 안정성 평가를 위한 물리탐사와 SPT 자료의 분석)

  • Oh, Seok-hoon;Sun, Chang-Guk
    • Journal of the Korean Geophysical Society
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    • v.7 no.3
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    • pp.171-183
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    • 2004
  • Electrical resistivity survey is widely used to investigate the stability of center-core type fill dam against the seepage phenomenon. In this study, we analyze the resistivity information obtained on a earth fill dam and compare it with the geotechnical SPT result. The analysis shows that the zones showing low resistivity value generally have low N value. However, some zones with high resistivity pattern do not accompany the increase of N value, and even showing low N value. These results imply that the direct identification of resistivity value to the real status of the core material of fill dam is impossible, and a highly resistive zone may be in serious status due to the effect increasing the resistivity value by the piping condition. Therefore, multiple exploration should be planned to reduce the uncertainty in application of geophysical methods to dam safety evaluation.

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A numerical study on evaluation of unsupported pillar strength in the room and pillar method (주방식 공법에서 무지보 암주의 강도 산정에 관한 수치해석적 연구)

  • Lee, Chulho;Chang, Soo-Ho;Shin, Hyu-Soung
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.15 no.4
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    • pp.443-453
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    • 2013
  • This study aims to evaluate the mechanical behaviors of unsupported rock pillars in a room-and-pillar underground structure by a series of numerical analyses. In addition, rock pillar strengths estimated by a few empirical equations proposed for underground mines are compared with those from numerical analyses. Based on the results from the numerical analysis, the ratio of pillar strength to rock mass strength increases as the ratio of the width of a pillar to its height becomes bigger. It means that higher ratio of pillar width to its height is much more favorable for stabilizing a room-and-pillar underground structure. Especially, unsupported pillar strengths estimated from numerical analyses are higher than rock mass strength when the ratio of pillar width to height is approximately over 1.5. It is also found that the choice of an empirical equation appropriate for a given geometric condition of a pillar is important for its feasible application to the stability analysis of a pillar in the room-and-pillar method.

Study on Acoustic Attenuation due to Particles and Flow Turning in Rocket Motors (고체 입자와 유동방향 변환에 의한 로켓 모터 내 음향 감쇠에 대한 고찰)

  • Kim, Taejin;Sung, Hong-Gye;Seo, Seonghyeon
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.43 no.9
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    • pp.838-844
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    • 2015
  • This paper includes summarization and analysis of previous research results on acoustic attenuation due to particles and flow turning in rocket motors among various damping parameters. Particle damping is the most effective mechanism in suppressing high-frequency combustion instabilities occurring in rocket combustion chambers, which is dependent on the size and the mass fraction of particles. Relatively weak attenuation by flow turning compared to particle damping depends on the geometry of propellant and a combustion chamber. Pumping driving effects need to be taken into account when realizing vorticity generation on the propellant surface. However, its driving effects become cancelled out by flow turning loss when the propellant geometry is cylindrical.

Design and Analysis of A New Type of the Motor-Driven Blood Pump for Artificial Heart (인공심장용 전동기구동형 혈액 펌프의 설계 및 해석에 관한 연구)

  • 천길정;김희찬
    • Journal of Biomedical Engineering Research
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    • v.10 no.2
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    • pp.139-150
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    • 1989
  • A new motor-driven blood pump for artificial heart was developed. In this blood pump, a small size, high torque brushless DC motor was used as an energy converter and the motor rolls back and forth on a circular track. This movement of the "rolling-cyliner" causes blood ejection by alternately pushing left or right polyurethane blood sacs. This moving-actuator mechanism could be eliminate two potential problems of other motor-driven artificial hearts such as large size and poor anastomosis for the implantation. Theoretical analyses on the pump efficiency, the temperature rise, and the inflow mechanism were also performed. In a series of mock circulation tests, the theoretical analyses were compared to the measured hemodynamic and mechanical values. The pump system was shown to have sufficient cardiac output (upto 9 L/min), sensitivity to preload, and mechanical stability to be tested as an implantable total artificial heart.ial heart.

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Digital Implementation of Backing up control of Truck-trailer type Mobile Robots (트럭-트레일러 타입의 모바일로봇을 위한 귀환 제어기 설계)

  • Ku, Ja-Yl;Park, Chang-Woo
    • 전자공학회논문지 IE
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    • v.46 no.2
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    • pp.33-45
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    • 2009
  • In this paper, the implementation of the backward movement control of a truck-trailer type mobile robot using fuzzy model based control scheme considering the practical constraints, computing time-delay and quantization is presented. We propose the fuzzy feedback controller whose output is delayed with unit sampling period and predicted. The analysis and the design problem considering the computing time-delay become very easy because the proposed controller is syncronized with the sampling time. Also, the stability analysis is made when the quantization exists in the implementation of the fuzzy control architectures and it is shown that if the trivial solution of the fuzzy control system without quantization is asymptotically stable, then the solutions of the fuzzy control system with quantization are uniformly ultimately bounded. The experimental results are shown to verify the effectiveness of the proposed scheme.

Design of Pile Foundations Considering Negative Skin Friction (부마찰력을 고려한 말뚝기초 설계)

  • Kim Ju-Hyong;Kwon Oh-Sung;Kim Myoug-Mo
    • Journal of the Korean Geotechnical Society
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    • v.21 no.5
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    • pp.65-74
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    • 2005
  • The negative skin friction on piles, which are installed in currently consolidating soft deposits, creates significant problems on the stability of pile foundations. This study investigated whether or not the pile foundation designs were appropriate in soft deposits with large amount of consolidation settlement. The final settlements of the grounds along the pile depth were estimated by the soil parameters obtained from the laboratory tests and by the field-measured settlement curves, if they were available. The displacement of the piles along the pile depth was estimated by both the load transfer method and the numerical method. Both methods gave similar locations of neutral planes and magnitudes of the maximum axial forces on the piles. The movements of the ground and the piles were compared to calculate the down drag acting on piles. For the piles whose bearing capacities were less than the design loads including the down drag, slip layer coatings and/or incrementing of the pile penetration depth into the bearing stratum were proposed to improve the pile capacities.