• Proceedings of the KIEE Conference
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• 2006.07d
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• pp.1791-1792
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• 2006

이 논문에서는 저속 회전체의 불균일 질량측정을 위한 새로운 신호처리 방법을 제안하고 이를 이용한 자동차 타이어의 보정(balancing) 방법에 관해 설명한다. 타이어를 포함한 시스템의 동력학 모델을 기반으로 타이어의 불균일 질량에 의해 발생되는 진동과 이로 인해 로드셀에 작용하는 힘의 관계식을 유도하고, 센서의 측정계수(scale factor)를 포함한 매개변수를 실험 데이터로부터 계산한다. 또한, 기존 방법과 달리 불균일 질량의 크기와 위치를 정확하고 효율적으로 측정할 수 있는 방법을 소형 마이크로 프로세서를 이용하여 구현하고 실험을 통해 그 성능을 검증한다.

• Journal of Biosystems Engineering
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• v.13 no.3
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• pp.11-19
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• 1988

분무량(噴霧量) 및 유량계수(流量係數)에 관(關)한 많은 연구(硏究)가 실험결과자료(實驗結果資料)에 기초하여 수행(遂行)되어졌다. 그러나 공시체(供試體)의 노즐의 특성(特性)에 따라서 유선(流線)의 특성(特性)이 다르므로 많은 실험결과(實驗結果) 및 해석(解析)이 서로 상치되는 점이 많다. 본(本) 연구(硏究)에서는 이론분석결과(理論分析結果)가 실험결과(實驗結果)와 다소 다르더라도 노즐 설계(設計)의 실제응용면(實際應用面)에서 필요(必要)한 노즐구조(構造)의 기본기능(基本機能)을 이론적(理論的)으로 분석(分析), 이해(理解)시키고저 한다. 이론분석(理論分析)의 결과(結果)는 다음과 같다. 공동면적(空洞面積)은 분구경(噴口徑), 와실경(渦室徑), 중자도구경(中子導溝徑) 및 중자도구각(中子導溝角)에 관계되고 있으며, 특히 중자도구각(中子導溝角)이 공동현상(空洞現象)에 큰 영향을 미친다. $$r_r{^6}-3r_o{^2}r_r{^4}+[3r_o{^4}+\frac{r_c{^4}r_o{^2}}{(r_c-r_g)^2\;tan^2{\theta}}]r_r{^2}-r_o{^6}=0$$ 반경방향(半徑方向) 힘의 요소(要素)로 인(因)한 유량계수(流量係數)($C_t$)는 산출식(算出式)은 아래와 같다. $$C_t=[1-(\frac{r_r}{r_o})^2]^{3/2}$$ 분무각(噴霧角)(${\alpha}$)은 공동반경(空洞半徑) 및 분구반경(噴口半徑)에 의(依)하여 변화(變化)된다. $${\alpha}=2\;tan^{-1}\(\frac{r^r}{\sqrt{r_o{^2}-r_r{^2}}}\)$$분무각(噴霧角)은 특히 와실유선각(渦室流線角)의 영향을 많이 받음을 시사하고 있다.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.30 no.7
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• pp.90-97
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• 2002

Wall slip models are essential to the study of nonequilibrium gas transport in rarefied and microscale condition that can be found in gas flows associated with aerospace vehicle, propulsion system, and MEMS. The Maxwell slip model has been used for this type of problem, but it has difficulty in defining the so-called accommodation coefficient and has not been very effective in numerical implementation. In the present study, on the basis of Langmuir's theory of the adsorption of gases on metals, a physical slip model is developed. The concept of the accommodation coefficient and the difference of gas particles are clearly explained in the new model. It turned out that the Langmuir model recovers the Maxwell model in the first-order approximation. The new models are also applied to various situations including internal flow in a microchannel. Issues of validation of models are treated by comparing analytic results with experiment.

• Journal of the Society of Naval Architects of Korea
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• v.34 no.2
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• pp.20-26
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• 1997

A 6-component load cell (Fx=Fy=Fz=10Kg, Mx=My=Mz=1Kg-m)) is designed and manufactured. Basic mechanism of the operation is measuring strains coresponding to pure bending stresses, at certain portions of the device, due to forces and moments given. Wheastone bridge is used for the strain measurement and the amplified output signals from the bridge are decoupled to give the real forces and moments by using the influence coefficient matrix obtained through the calibration. Based on the result of the calibration test, the developed load cell is believed to be quite accurate and reliable. We also believe that the design experience provided us 'With essential information for future design of various types of conventional or object oriented force measuring device.

• Journal of Korea Water Resources Association
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• v.35 no.2
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• pp.195-201
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• 2002

In this study, an equation is proposed to estimate the limit velocity for lateral stable bed in a curved channel stream. The stable bed on lateral direction is satisfied when there is no more deformation occurs on the transverse bed slope and non-scouring condition in a bend. A theoretical equation for limit velocity is derived using a transverse bed slope model. So, the limit velocity has its theoretical background in the equilibrium of two forces, lateral shear force at the bed due to longitudinal flow and the corresponding lateral bed shear force. To verify the equation, data from four natural river channels were used. There is good agreement between the calculated values using this equation and the measured values. The corrections in equation was found to be correlated with the averaged particle Froude number.

• Journal of the Korean GEO-environmental Society
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• v.9 no.1
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• pp.5-10
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• 2008

In this study, laboratory model test was performed to estimate pullout behavior of pipe type anchor with surface roughness, embedment and diameter. The design of buried pipe anchors in areas of vertical ground movement is governed, in part, by magnitude of the forces imposed on the pipe and displacements at which they are developed. In this paper, uplift resistance and displacement characteristics of pipe anchors caused by ground condition and embedment ratio, surface roughness, pipe diameter through the analysis of pipe anchor model test were compared and analyzed. The test results of the buried pipe showed that as the relative density increases, ultimate uplift resistance increase in 20%. When pipe anchor is failed with the relative density of the ground, the change of surface roughness, it was shown that the deformation increases as the ratio of penetration increases from 2 to 8 in five times approximately. And most anchor-based theories overestimate the breakout factor.

• Journal of the Korea Organic Resources Recycling Association
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• v.25 no.2
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• pp.27-31
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• 2017

This study was performed to estimate bubble dissolution rate by change of hydraulic pressure according to increase of water depth. Experimental results showed that airflow rate was decreased by increase of hydraulic pressure. Because the force which acts on outlet of nozzle was increased by increase of hydraulic pressure. Mass-transfer coefficient decreased with decreasing airflow rate and increasing effective volume due to increase of hydraulic pressure as water depth increased. On the contrary, as the water depth increased, the bubble dissolution rate was increased because longer residence time of microbubble which was generated by ejector type microbubble generator. However it was thought that if water depth for capacity of ejector type microbubble generator is excessively increasing, bubble dissolution rate would be reduced due to low airflow rate and mass-transfer coefficient. Therefore, it is importance to consider the water depth when operating ejector type microbubble generator.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2010.06a
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• pp.304-304
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• 2010

최근 생활에 편리하며 휴대하기 좋은 전자기기들이 개발되고 있다. 휴대폰이나 MP3와 같은 전자기기들은 거의 필수품이라고 할 정도로 우리의 일상생활에 근접하여 있다. 그 종 대표적으로 휴대폰의 종류로 스마트폰과 같은 터치스크린을 이용한 사례는 점차 상승하고 있으며 시간이 지날수록 그 수요는 더욱 많아지고 있다. 때문에 몰입감 제공을 위하여 햅틱장치의 채용이 일반화 되고 있다. 햅틱장치란 가상환경이나 원거리에 있는 환경과 사용자가 상호 작용할 때 사용자에게 촉감이나 힘의 정보를 전달하여 주는 장치로 진동 및 회동 저항에 의해 사용자로 하여금 촉감들 느낄 수 있도록 하는 장치를 뜻한다. 즉, 현실감을 전달을 중점으로 하는 햅틱장치는 빠른 응답 속도와, 진동의 주파수와 크기는 독립적으로 제어가 가능해야 하며 기계적 수용기들을 직접적으로 자극할 수 있어야 한다. 하지만 모바일 햅틱장치의 경우 크기 및 소비전력의 문제로 모든 스펙을 만족하기에는 어려워 좀 더 한정적인 느낌을 제공할 수 없다. 현재까지 모바일 장치에서 햅틱 피드백을 위하여 진동모터나, 솔레노이드, 압전 액츄에이터 등이 많이 사용되어 지고 있다. 그 중 압전 액츄에이터는 입력에너지를 기계적 출력에너지로 변환되는 효과를 이용 한 것으로 압력 센서, 초음파 센서 등 많은 분야에서 응용되고 있으며 변위 범위는 작지만, 크기가 매우 작고 변위 정밀도가 높으며 발생력과 응답속도가 빠르다는 장점이 존재한다. 이를 이용한 햅틱 압전 엑츄에이터의 제작에 사용되는 압전 세라믹스는 높은 전기적 특성을 가질수록 더 졸은 효율을 가지며 이로 인하여 보다 좋은 전기적 특성을 가지는 압전 세라믹스를 필요로 한다. 현재 많이 사용되는 PZT계 세라믹스는 우수한 전기적 특성으로 많이 사용되고 있지만 Pb의 유독성으로 인한 환경문제로 Pb가 포함된 제품을 제한하고 있어 현재 Lead-free의 연구가 이루어지고 있다. Lead-free중 Ba$(Ti_{0.8}Zr_{0.2})O_3$(BZT)는 PZT계 세라믹스를 대체할 차세대 압전 재료로 주목받고 있다. 일반적으로 Lead-free의 압전계수($d_{33}$=100~300pC/N)는 비교적 낮은 값을 보이지만 BZT의 압전계수(BZT $d_{33}$~620pC/N)는 PZT계 세라믹스의 압전계수($d_{33}$=500~600pC/N)와 비교하여 부족하지 않은 압전계수를 보여주며 PZT를 대체할 재료로 주목받고 있다. 본 실험은 햅틱 압전 엑츄에이터용 무연 압전세라믹스의 제작을 위하여 Ba$(Ti_{0.8}Zr_{0.2})O_3-(Ba_{0.7}Ca_{0.3})-TiO_3$(BZT -BCT)의 조성으로 유전 및 압전 특성을 조사하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.14 no.1
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• pp.1-12
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• 1994

This paper deals with the time-dependent analysis of reinforced and prestressed concrete beams. Based on the age-adjusted effective modulus method, the structural behavior in accordance with time is analyzed using the force equilibrium and strain compatibility condition within a typical section. Unlike most of presented approaches adopting some assumptions, such as non-cracking of concrete and consideration of steel effect as a transformed concrete area only, more accurate results can be obtained at all loading conditions since all materials are considered together so as to be maintained their given properties and the cracking effect is included at the same time. Several parameter studies are conducted with the objective to identify the significance of various effects on the time-dependent response of concrete members, i.e., stress re-distribution of each material and occurrance of long-term deflection, etc. Moreover, the obtained results can be used at design and/or construction stage for the purpose of more accurate prediction of structural response with time.

• Journal of the Korea Concrete Institute
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• v.26 no.2
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• pp.159-169
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• 2014

This study generalizes the lateral load-displacement relationship of reinforced concrete shear walls from the section analysis for moment-curvature response to straightforwardly evaluate the flexural capacity and ductility of such members. Moment and curvature at different selected points including the first flexural crack, yielding of tensile reinforcing bar, maximum strength, 80% of the maximum strength at descending branch, and fracture of tensile reinforcing bar are calculated based on the strain compatibility and equilibrium of internal forces. The strain at extreme compressive fiber to determine the curvature at the descending branch is formulated as a function of reduction factor of maximum stress of concrete and volumetric index of lateral reinforcement using the stress-strain model of confined concrete proposed by Razvi and Saatcioglu. The moment prediction models are simply formulated as a function of tensile reinforcement index, vertical reinforcement index, and axial load index from an extensive parametric study. Lateral displacement is calculated by using the moment area method of idealized curvature distribution along the wall height. The generalized lateral load-displacement relationship is in good agreement with test result, even at the descending branch after ultimate strength of shear walls.