• 한국정밀공학회지
• /
• 제27권10호
• /
• pp.84-92
• /
• 2010

In this study a numerical analysis has been conducted for the flow characteristics and pumping performance of a piezoelectric-based micropump with electromagnetic resistance exerted on electrically conducting fluid. Here, electromagnetic resistance is alternately applied at the inlet and outlet with alternately applied magnetic fields in association with the reciprocal membrane motion of the piezoelectric-based micropump. A model of Prescribed Deformation is used for the description of the membrane motion. The internal flow characteristics and pumping performance are investigated with the variation of magnetic flux density, tube size, displacement of membrane and the frequency of the membrane. It turns out that the current micropump has a wide range of pumping flow rate compared with diffuser-nozzle based micropumps.

• 전기학회논문지
• /
• 제56권4호
• /
• pp.777-783
• /
• 2007

In this paper, we present a novel control approach for linear motor-based transfer systems in which friction reduction and enhancement of control performance are considered. In general, in such systems friction effects from rails and wheels, and internal bearings complicate control scheme since in particularly its dynamics are arbitrarily changed due to mass variation, detent force of motor systems, and gaps among stators. Our control approach is achieved to reduce this undesired friction dynamics using fuzzy system. We construct hybrid control approach for this control system which Is composed of a nominal control and a vertical control against friction. Fuzzy parameter vector is optimally determined from iterative simulation experiments. We demonstrate its superiority via numerical simulations comparing with a traditional control method.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2008년도 추계 학술논문 발표대회
• /
• pp.117-120
• /
• 2008

The Purpose of this is properties of CFT filled with expansion concrete. CFT(concrete filled steel tube) is the structure that circle shape steel column filled with concrete. 3 kinds of expansive additives and variation of replacement rate. we changed expansive additive from 0%, 10%, 20%, 30% of ratio of addition rate are selected for this experiment. Merits of CFT are concrete internal force rising influenced by steel shape restriction, reinforcing the local buckling, excellent resistance to transformation. Generally, High rise building using CFT utilize the high strength and fluidity concrete for packing the tube inside. As the result a steel tube charged expensive concrete has stiffness 1.5times more than a steel tube not charged concrete. Increase of resisting power about compressive stress by binding expansion of expansive concrete affects strength increase and softness.

• 국제학술발표논문집
• /
• The 1th International Conference on Construction Engineering and Project Management
• /
• pp.596-605
• /
• 2005

The cable dome, proposed by Geiger after developing Fuller's idea of tensegrity and improved by Levy, is a new type of large span space structures. In this paper, formulations of the initial forces distribution in members of two main systems of cable dome, which are Geiger dome and Levy dome, are presented. By analyzing the static performance of Levy dome and the variation of internal forces in members of the structure, four groups of design parameters in cable dome structure are represented in terms of: (1) the numbers of rings and the spaces between the rings; (2) the slopes of ridge cables; (3) the lengths of struts; (4) the initial force in one member of the structure.

• 폴리머
• /
• 제32권2호
• /
• pp.183-188
• /
• 2008

무기 점도증진제를 도입한 고내상 에멀션 중합법에 의해 고강도의 열린 기공을 갖는 미세구조 발포체를 제조하였다. 오일상 점도증진제로 유기화 점토를 사용하였고 수용상 점도증진제로는 무처리된 친수성 점토인 천연 몬모릴로나이트를 사용하였다. 고내상 에멀션의 유변물성은 오일상 점도증진제의 농도와 교반속도가 증가할수록 증가하였는데 이는 연속상 점도와 분산상 점도간의 경쟁과 전단력의 증가를 반영하여 액적의 크기를 감소시켰기 때문이었다. 점도증진제 농도에 따른 액적의 크기 변화는 캐필러리 수와 점도비 사이의 무차원 해석으로 설명할 수 있었다. 고내상 에멀션을 중합하여 제조한 발포체를 대상으로 파괴 강도 및 압축 탄성률로 표현되는 압축 물성을 측정하여 비교하였다. 본 연구에서 제조한 미세기공 발포체 중에서 반응성 작용기를 지닌 유기화 점토를 도입한 발포체의 경우 우수한 압축 물성을 보여 주었다. 이는 유기화 점토가 폴리스티렌 매트릭스 내에 박리된 형태로 존재하여 나노복합 발포체를 이루기 때문으로 사료된다.

• 콘크리트학회지
• /
• 제10권4호
• /
• pp.113-124
• /
• 1998

축력과 면내 및 면외의 두방향 휨모멘트를 받는 철근콘크리트 벽체에 대한 비선형 해석연구를 수행하였으며 , 해석결과를 분석하여 벽체의 강도산정법을 유도하였다. 비선형 해석연구를 위하여 철근콘크리트 벽체에 대한 재료 및 기하학적 비선형 해석을 수행할 수 있는 유한요소 해석방법을 개발하였다. 철근콘크리트의 재료모델로서 소성이론과 파괴모델의 통합모델을 사용하였다. 철근콘크리트 벽체에 대한 해석결과를 토대로 단면의 응력분포를 이상화하였으며, 이를 이용하여 새로운 강도산정법을 개발하였다. 이 방법에 따르면, 면외 휨모멘트에 의하여 단위길이의 벽체가 지지할 수 있는 축력이 결정되며, 이 허용 단위 축력에 따라서 총 축력과 면내 휨모멘트의 상호관계곡선이 결정된다. 면외 휨모멘트가 증가할수록 축력과 면내 휨모멘트의 상호관계곡선이 축소되며 이는 벽체 강도의 감소를 가리킨다. 이 새로운 방법을 , 휨변형후에도 단면이 평면으로 유지된다는 가정을 사용하는 기존의 강도산정법과 비교한다. 이 비교결과에 따르면 , 새로운 방법에 비하여 기존의 방법은 면외 휨모멘크가 작은 영역에서 벽체의 강도를 과소평가하며, 면외 휨모멘트가 큰 영역에서는 벽체의 강도를 과대평가한다.

• 한국복합재료학회:학술대회논문집
• /
• 한국복합재료학회 2005년도 춘계학술발표대회 논문집
• /
• pp.5-8
• /
• 2005

In this paper, the electromechanical displacements of curved piezoelectric actuators composed of PZT ceramic and laminated composite materials are calculated based on high performance computing technology and the optimal configuration of composite curved actuator is examined. To accurately predict the local pre-stress in the device due to the mismatch in coefficients of thermal expansion, carbon-epoxy and glass-epoxy as well as PZT ceramic are numerically modeled by using hexahedral solid elements. Because the modeling of these thin layers increases the number of degrees of freedom, large-scale structural analyses are performed through the PEGASUS supercomputer, which is installed in our laboratory. In the first stage, the curved shape of the actuator and the internal stress in each layer are obtained by the cured curvature analysis. Subsequently, the displacement due to the piezoelectric force (which is resulted from applied voltage) is also calculated. The performance of composite curved actuator is investigated by comparing the displacements obtained by the variation of thickness and elastic modulus of laminated composite layers. In order to consider the finite deformation in the first analysis stage and include the pre-stress due to curing process in the second stage, nonlinear finite element analyses are carried out.

• 환경위생공학
• /
• 제6권2호
• /
• pp.59-68
• /
• 1991

The word of stress was wsed in the field of physics as a external force from 17th century, but the meaning of this stress had chafed to the internal and exteral demand fort the human body in medical area. All the stumulants which make stress was called as j stressor. When animals get stress blucose excreted from liver to adapt for the emergent state ant some related hormone secrete convert protein and lipid to glucose for the purpose of energy supply to muscle. As a results heart rate, blood pressure, respiration rate are increased and musclse are strengthed. These physiolgical reactions ate controlled by autonomic nerve system under the control of hyothalamus in brain. Autonomic nerve system and endocrinary system are react harmoiously to stress reaction. According to the stress reaction, adrenomedullary system are stimulated, and epinephrine, morepinephrine are exceted. Author experimented the effect of the immobilizational stress to rat by analyzing the variaition of catecholamine secrction, the Na concentration and the effect of the antistresf effect by Panax Ginseng which is a traditional Korean herb medicine. The concentration of the norepinephrine, epinephrin, and dopamin in normal rat are 1 578 ng/ml, 0.365 ng/ml, and 0.731 ng/ml respectively, but in the immobilyzed stress groIn the concentration were increased to 1.915 ng.ml, 0.854 ng/ml, and 2,361 ng/ml which she the high show the higher concentration of catecholamine to stressor.

• 한국구조물진단유지관리공학회 논문집
• /
• 제5권2호
• /
• pp.111-120
• /
• 2001

This paper aims at estimating instantaneous prestress losses by measuring the actual prestress forces in prestressed concrete (PSC) box girder bridges. Measurement were taken to study initial prestress losses such as friction losses and slip losses. A new strain gauge system was developed to measure strains in internal tendons. The system was installed on a total of 20 tendons in a PSC box girder bridges. The variation of prestress forces were monitored during prestressing tendon and after prestress transfer. The prestress losses are also calculated including friction losses and slip losses. The measured data were compared with the theoretical values. The result shows that the measured prestress forces agree well with the theoretical values. It is shown that prestress force of each strand in the same tendon is a bit different. This study also shows that prestress losses of continuity tendons during prestress transfer are significantly different each other, which results from the variety of buttress location and tendon profile. The present study provides realistic information on the estimation of actual prestress forces and losses in PSC box girder bridges.

• 한국산업융합학회 논문집
• /
• 제13권3호
• /
• pp.125-131
• /
• 2010

This study is to give more accurate information by performing the time depend ent analysis to take into account the long-term losses of precast PSC concrete bridge and analyzing the second stress, final camber and cross section stress of precast PSC caused by creep and drying shrinkage. As time goes by, the stress and deformation in the cross section vary continuously by the influence of creep and drying shrinkage. Due to this, the stress redistribution occurs and the internal force variation also happens along the point on the same cross section and with the passage of time.