• 한국해양학회지
• /
• v.25 no.1
• /
• pp.26-35
• /
• 1990

Sound velocities and attenuation coefficients of marine surface sediments were calculated from insitu acoustic experiments on 4 nearshore areas off Pohang, Pusan Yeosu, and Kunsan around the Korean Peninsula. The relationship between these values and physical properties of sediments was examined and attenuation mechanism was analysed using the estimated gas content. Sound velocities and attenuation coefficients ranging from 1470 to 1616 m/sec and 0.0565 to 0.6604 dB/kHz-m, respectively, are well related to sediment types. The attenuation coefficient is maximum in coarse silts, and the sound velocity increases with density. The gas content estimated less than 8 ppm increases with the decreasing sediment grain size. When the sediment size is greater than fine sand, sound attenuation is mostly due to friction losses, and probably negligible viscous loss remains unchanged with the varying physical properties of sediments. The maximum attenuation in coarse silts result from both friction loss and cohesion of finer sediments between the contacts of silt grains. The cohesion begins to be the dominant dissipative process with decreasing grain size from medium and fine silts.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.21 no.4
• /
• pp.347-355
• /
• 2008

In this paper single degree of freedom macro-element model was presented to investigate the interaction between soil and the deep foundation under the lateral loads. It was made by modelling each component related to the soil-structure interaction and combining them into one piece. It enhanced the conventional method that was not able to break down the interaction components in piece due to the usage of simple spring element for interaction. A proposed macro-element classified the stress components in relation to the interaction into frictional and compressive resistance. Each component was modelled using the classical plasticity theory, and finally combined in parallel. An example study was carried out using the proposed macro-element for deep foundation embedded in three layered cohesive soil. It showed improved results compared to the conventional method by producing additional information of the interaction components as well as the overall behavior of foundation.

• Journal of the Korean Geotechnical Society
• /
• v.22 no.11
• /
• pp.113-122
• /
• 2006

Although a number of static pile load tests have been performed in this country, re-consideration on the interpretation and loading method is needed, because of their less usefulness in practice. For this study, a static loading testing was performed for a long instrumented PHC pile, which was installed in sand layer overlying thick soft clay. The shaft resistance of the pile had been monitored for a long time after installation, and then the static load testing was performed by the quick load test, unlike the recent Korean practice. Using the measured data, the elastic modulus of pile, residual stress and true resistance on the pile were determined. In the event, it was found that the residual stress on the pile, which remained prior to the static loading, significantly affects the shaft and toe resistances. Also, it was realized that the setup effect for the long pile is significant.

• Korean Journal of Agricultural Science
• /
• v.19 no.1
• /
• pp.65-78
• /
• 1992

The paper describes the comparison between observed and predicted stress-strain characteristics of marine silty clay in Dangjin district. For prediction, the hyperbolic model which is applied the parameters acquiring by physical and triaxial compression test was adopted, and the obtained results were summarized as follows: 1. The Young's modulus were increased with decreasing of moisture contents and increasing of dry density. 2. The most affective factor to hyperbolic model is lateral stress and dry density. and than cohesion and internal friction angle. 3. The comparision between the statistical and hyperbolic values of maximum deviator stress have few accordance. and the statisticals is lower than the hyperbolics. 4. Without. much labor and tiresome procedures, effective computer program was made and applied, but technical procedure for prevents test errors of parameter calculation is importants.

• Geotechnical Engineering
• /
• v.12 no.6
• /
• pp.21-36
• /
• 1996

The stress transfer mechanism between soil and grid reinforcements involves two basic mechanism : frictional soil resistance and passive soil resistance. However the mechanism of the passive soil resistance is very complex to understand. To study the failure mechanism of ribbed reinforcement, the direct shear tests which are dominated by passive soil resistance are analyzed by using the finite element method. The finite element method is used to examine the effects of ribs on this passive soil resistance development and the met hanism of failure. The calculated behavior of the ribbed reinforcement is compared with the measured behavi or. Comparisons between the measured and the simulated strain pat terns, failure modes and load displacement relationship are presented. The behavior of the ribbed reinforcements in a cohesive soil is predicted on the basis of a good agreement between the measured and the Predicted behavior of the Ottawa sand.

• Journal of the Korean Society for Precision Engineering
• /
• v.32 no.4
• /
• pp.369-375
• /
• 2015

This paper presents ejection of high viscosity fluids with magnetostrictive inkjet printhead(Magjet), which is not common with any other printhead. The MagJet uses a magnetostrictive material, Terfenol-D rod with 10-mm in diameter and 50-mm in length, as an actuation mechanism. It has been known that high viscosity is often an obstacle in ejecting small and mono-disperse droplets. We calculated required pressure with fluidic inertia (Bernoulli equation) and viscous loss (Hagen Poiseuille equation). The required pressure for ejecting a droplet is 1300kPa. The generated force and displacement with Terfenol-D rod are estimated to be 480N (2600kPa) and $28{\mu}m$, respectively. It was enough that Magjet eject high viscosity fluid (Max 1000cP). The experiments are performed to eject the high viscosity fluid with Magjet. The ejection of high viscosity fluids is successful with the aid of Terfenol-D's high performance.

• Proceedings of the KAIS Fall Conference
• /
• 2007.05a
• /
• pp.95-98
• /
• 2007

본 연구에서는 설계기준에 제시된 평지 전도 안전율 계산식을 바탕으로 경사지에서의 지반의 저항모멘트를 산정하기 위해 범용 해석 프로그램 L-Pi1e P1us13.8을 사용하여 기존 연구와 검증하고 지반의 일반적인 토질상태별 특성을 고려한 내부마찰각, 접착력, 흙의 단위중량, 지반종류, 사질토 및 점성토 지반계수를 적용하여 각 전주의 근입깊이에 따른 지반의 저항모멘트를 산정하였다. 또한 토질등급에 따른 토질의 상태별 특성이 고려된 4가지 경우를 선정하여 12m 중하중용 전주를 대상으로 경사지의 경사각을 $0^{\circ}{\sim}35^{\circ}$까지 $5^{\circ}$씩 증가시켜 지반의 저항모멘트를 산정하였다. 그 결과 경사지 경사각에 따른 저항모멘트가 감소하는 것을 확인 할 수 있었으며 그에 따른 경사지의 근입깊이 증가가 필요한 것으로 판단된다.

• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
• /
• 1989.06b
• /
• pp.35-47
• /
• 1989

누설방지를 목적으로 산업용 기계에서 많이 사용되고 있는 기계평면시일(mechanical face seal)은 기능상 높은 신뢰도를 요구하고 있다. 이를 위하여 동적 안정성이 커야되고, 밀봉된 유체의 누설을 최소화시킬 수 있는 정도에서 시일의 수명을 결정해야 한다. 이와같이 상반된 성질을 동시에 만족시키기 위하여 시일 성능에 영향을 미칠 수 있는 기하학적 요인들을 고려하여 해석해야 한다. 일반적으로 미끄럼 접촉운동을 하고 있는 시일에서 시일링 간극(sealing gap)이 수 micron 단위라는 점을 고려할때 시일 조립시 중심맞추기(alignnment) 정미\ulcorner 결여 및 회전축의 자중량 등에 의한 기계적 변형(mechanical distortion), 특히 고온의 분위기에서 작동되고 있는 시일의 열변형(thermal distortion)은 시일의 경사집에 커다란 영햐을 주고 있다. 또한 누설을 최소화시킬 목적으로 시일 링(seal ring) 을 시일의 경사짐에 커다란 영향을 주고 있는 스프링의 강성도를 증가시키면 상대 미끄럼 운동을 하고 있는 접촉명이 건조마찰에 의한 마멸이 진행되어 코닝(coning)현상이 생긴다. 시일 평면에서 코닝 현상은 시일의 축방향 분리력(axial separtating force)과 경사 모우면트(tilting moment)에 커다란 영향을 주고 있는 것으로 알여졌다. 이들의 연구는 주로 경사진 시일평판에 시일근사치이논(seal approximation bhoryl)을 이용하여 1차원 비압축성에 관한 시월 성능을 해석하였다. 본 연구에서는 비압축성 유체의 점성이 온도에 의하여 변화를 일으키는 조건하에서 경사진 회전시일에 코닝이 발생되었을때 시일링 각극에서의 압력분포를 ㅈ차원인 경우에 대하여 수치적으로 해석을 하였다.

• Proceedings of the Acoustical Society of Korea Conference
• /
• autumn
• /
• pp.297-300
• /
• 2001

기존의 고분자 자체를 그냥 쓰거나 (발포체 형태로 만들면 음파가 내부의 공기 층을 통과할 때 주위의 벽과 마찰이나 점성 저항에 의해 음파의 에너지의 일부가 고분자 매트릭스의 열에너지로 변화하여 고분자에 흡수된다) 유리섬유나 석면(광물면), 식물 섬유류를 넣어 복합재료로 만들어 기능성과 물리적인 성질(강도, 치수 안정성, 방염성, 내후성, 단열성 등)을 높여왔다. 하지만 고분자의 이온기에 변화에 따른 음향 특성의 변화에 따른 연구는 없었다. 본 논문에서는 고분자의 흡음 성질을 향상시키기 위해 이온기를 가지고 있는 고분자나 산 혹은 염기 작용기를 가진 고분자를 합성하고 또한 이들 고분자들을 블렌딩하여 이들의 음향학적 성질을 알아 보려한다. 흡음율을 측정하기 위한 방법으로는 2-마이크로폰법을 이용하고 임피던스 관내의 얇고 지름이 작은 시편 샘플들의 음향인자를 측정이 가능하도록 기존에 사용되고 있는 콘덴서 마이크로폰이 아닌 프로브 마이크로폰을 이용하였다. $\;^{(1)}$ 특별히 실험을 위해 제작된 아이오노머는 PS, P$(S-14.3-AZn^{2+})$, P$(S-14.5-SSNH_4)$, P(S-6.6-ITANa), P(S-8.95-ITANa) 등의 고분자를 블렌딩한 샘플을 이용하여 흡음 패턴을 측정하였다.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.30 no.4
• /
• pp.313-318
• /
• 2017

This study performs the structural analysis and the optimum design of a vibrating metal damper to absorb vibration energy. Unlike other dampers such as rubber bearing, friction or viscose dampers, the present vibrating metal damper utilizes the plastic deformation of a steel and its associated hysteresis phenomenon to reduce vibrations of structures. To optimize this vibrating metal damper, it is important to obtain plastic deformation through the damper. To achieve this, the shape optimization method is developed and applied to find out optimal envelopes of the metal damper. Depending on the parameterization scheme, some novel optimal shapes can be found.