• 대한치과보철학회지
• /
• 제44권4호
• /
• pp.383-393
• /
• 2006

Statement of problem : Limited research on flowable resin has been undertaken on its application directly on dentin associated with the adhesive systems. Purpose : This study was to evaluate the shear bond strengh and fracture aspect of flowable resin on human dentin with various types of dentin bonding adhesives with thermo cycling effect. Materials and methods: Filtek-Flow(3M ESPE, USA) was used as flowable resin and Eighty human molars were randomly divided into 4 groups : three dentin bonding adhesives (Scotchbond-Multipurpose : 3-step contentional system, One-Step : One-bottle system. Prompt L-Pop : All-in-one, self-etching primer) and 32% etching treatment without bonding adhesive as a control group. For evaluating their durability of bonding, each group was subdivided : storaging in the water at 37$^{\circ}C$(24 hours) and thermocycling (0$^{\circ}C$-55$^{\circ}C$, 30 seconds intervals, 1000 cycle). Shear bond strength tests were performed and resin-dentin interface and fracture mode were observed. Results were analysed by one-way ANOVA and Scheffe's multiple range test. Results and Conclusion : 1. At 0 cycle, the mean shear bond strength of One-Step exhibited the highest value of all groups(p<0.05), and there were no significant differences between Prompt L-Pop and Scotchbond-Multipurpose, Scotchbond-Multipurpose and control(p>0.05). After 1000 thermocycling, One-Step exhibited higher value than other groups(p<0.05), and there were no significant differences among other groups (p>0.05). 2. The shear bond strength of each group was significantly decreased after thermocycling except Scotchbond-Multipurpose (p>0.05). 3. The most common failure mode was adhesive type and mixed type, next in order.

• 한국어류학회지
• /
• 제32권3호
• /
• pp.182-190
• /
• 2020

멸종위기어류 가는돌고기 Pseudopungtungia tenuicorpa 복원사업의 일환으로, 2011~2012년 한강의 조종천에 가는돌고기가 방류되었다. 이후 2014부터 2016년까지 방류지에서 가는돌고기가 채집되지 않아 복원사업은 실패한 것으로 평가되었다. 본 연구는 가는돌고기 복원사업이 정말 실패하였는가를 검증하기 위해 2017년부터 2019년까지 정밀조사를 실시하였다. 조사지점은 방류지점을 포함하여 6개 지점을 선정하였으며, 족대와 투망, 일각망, 스쿠버다이빙 등을 이용하여 어류를 채집하였다. 조사결과 방류지점을 포함한 약 0.5 km 구간에서 13개체가 채집되었다. 가는돌고기 서식지역은 수심 0.5~2 m의 큰돌과 암반으로 이루어진 느린 여울부였다. 채집된 가는 돌고기의 연령은 당년생(0+)부터 3년생 이상으로 구성되어 있었으며, 지속적으로 세대교번이 일어나고 있었다. 따라서 조종천에 재도입된 가는돌고기는 비록 많은 개체가 서식하지 않았으나 서식지에 정착하여 지속적으로 세대교번을 하고 있어, 가는돌고기 복원사업은 부분성공으로 평가되었다.

• Journal of Welding and Joining
• /
• 제32권2호
• /
• pp.22-28
• /
• 2014

To enhance productivity and provide high quality production material in a GMA welding process, weld quality, productivity and cost reduction affects the number of process variables. In addition, a reliable welding process and conditions must be implemented to reduce weld structure failure. In various industries the welding process mathematical model is not fully formulated for the process parameter and on the welding conditions, therefore only partial variables can be predicted. The research investigates the interaction between the welding parameters (welding speed, distance between electrodes, and flow rate of shielding gas) and bead geometry for predicting the weld bead geometry (bead width, bead height). Taguchi techniques are applied to bead shape to develope curve equation for predicting the optimized process parameters and quality characteristics by analyzing the S/N ratio. The experimental results and measured error is within the range of 10% presenting satisfactory accuracy. The curve equation was developed in such a way that you can predict the bead geometry of constructed machinery that can be used for making tandem welding process.

• Structural Engineering and Mechanics
• /
• 제54권3호
• /
• pp.501-520
• /
• 2015

Presence of torsional loadings can significantly affect the flow of internal forces and deformation capacity of reinforced concrete (RC) columns. It increases the possibility of brittle shear failure leading to catastrophic collapse of structural members. This necessitates accurate prediction of the torsional behaviour of RC members for their safe design. However, a review of previously published studies indicates that the torsional behaviour of RC members has not been studied in as much depth as the behaviour under flexure and shear in spite of its frequent occurrence in bridge columns. Very few analytical models are available to predict the response of RC members under torsional loads. Softened truss model (STM) developed in the University of Houston is one of them, which is widely used for this purpose. The present study shows that STM prediction is not sufficiently accurate particularly in the post cracking region when compared to test results. An improved analytical model for RC square columns subjected to torsion with and without axial compression is developed. Since concrete is weak in tension, its contribution to torsional capacity of RC members was neglected in the original STM. The present investigation revealed that, disregard to tensile strength of concrete is the main reason behind the discrepancies in the STM predictions. The existing STM is extended in this paper to include the effect of tension stiffening for better prediction of behaviour of square RC columns under torsion. Three different tension stiffening models comprising a linear, a quadratic and an exponential relationship have been considered in this study. The predictions of these models are validated through comparison with test data on local and global behaviour. It was observed that tension stiffening has significant influence on torsional behaviour of square RC members. The exponential and parabolic tension stiffening models were found to yield the most accurate predictions.

• Journal of Advanced Marine Engineering and Technology
• /
• 제40권10호
• /
• pp.906-915
• /
• 2016

In this study, a network monitoring system, including a secure 460-Network and a 460-Gateway, is designed and developed according with the requirements of the IEC (International Electro-Technical Commission) 61162-460 network standard for the safety and security of networks on board ships. At present, internal or external unauthorized access to or malicious attack on a ship's on board systems are possible threats to the safe operation of a ship's network. To secure the ship's network, a 460-Network was designed and implemented by using a 460-Switch, 460-Nodes, and a 460-Gateway that contains firewalls and a DMZ (Demilitarized Zone) with various application servers. In addition, a 460-firewall was used to block all traffic from unauthorized networks. 460-NMS (Network Monitoring System) is a network-monitoring software application that was developed by using an simple network management protocol (SNMP) SharpNet library with the .Net 4.5 framework and a backhand SQLite database management system, which is used to manage network information. 460-NMS receives network information from a 460-Switch by utilizing SNMP, SNMP Trap, and Syslog. 460-NMS monitors the 460-Network load, traffic flow, current network status, network failure, and unknown devices connected to the network. It notifies the network administrator via alarms, notifications, or warnings in case any network problem occurs. Once developed, 460-NMS was tested both in a laboratory environment and for a real ship network that had been installed by the manufacturer and was confirmed to comply with the IEC 61162-460 requirements. Network safety and security issues onboard ships could be solved by designing a secure 460-Network along with a 460-Gateway and by constantly monitoring the 460-Network according to the requirements of the IEC 61162-460 network standard.

• Journal of Acupuncture Research
• /
• 제17권2호
• /
• pp.85-93
• /
• 2000

We came to the conclusion after considering all the information from many kinds of books on the circulation courses, cross-link points, functions and the symptoms of disease of Chongmai. The results were as follows : 1. The Chongmai that starts from a Uterus flows to Dazhu through the inside of vertebra after joining Renmai and Duimai at Huiyin. The Chongmais up-line that comes out from Qichong into a surface of body arrives and is scattered at a chest through an abdomen. One strand of them goes upward again and is connected to a throat and lips area. After coming out from Qichong, separated down-line is divided into two parts when it arrives a inner part of a heel through the inner part of a leg. One is for an instep, the other is for the sole of a foot. 2. We call it "Sea of Twelve Meridians" or "Meridian's Sea". Because Chongmai controls all of Meridian by acquired "Basic energy" as getting Stomach's energy, Kidney's energy and air-energy, and there are responsible of physiological phenomenon control. And also we name it "Sea of Blood", because it starts from and provides a nutrition to Uterus. 3. All of these four Meridian such as Renmai, Kidney Meridian, Stomach Meridian and Spleen Meridian are ones that flow around the part of a chest and an abdomen. Chongmai makes energy and blood circulation of a chest and an abdomen be stronger and be controlled. Therefore it makes viscera, bowels and body surface be warm and given a nutrition. So Chongmai becomes "Sea of Viscera and Bowels". 4. Chongmai provides a nutrition for ligament and muscle and makes legs get warm as making energy and blood circulate from head to foot. If Chongmai is energetic, hair is completely easy to grow. 5. To see in pathological phase, Chongmais failure or weakness causes like a chest pain, stomachache, heart attack, a menstrual irregularity and sterility and so on. And also if Chongmai is damaged, it happens that giving a nutrition for lips area is stopped, and then mustache doesn't grow any more.

• Wind and Structures
• /
• 제25권6호
• /
• pp.507-535
• /
• 2017

In the strong wind shutdown state, the blade position significantly affects the streaming behavior and stability performance of wind turbine towers. By selecting the 3M horizontal axis wind turbine independently developed by Nanjing University of Aeronautics and Astronautics as the research object, the CFD method was adopted to simulate the flow field of the tower-blade system at eight shutdown positions within a single rotation period of blades. The effectiveness of the simulation method was validated by comparing the simulation results with standard curves. In addition, the dynamic property, aerostatic response, buckling stability and ultimate bearing capacity of the wind turbine system at different shutdown positions were calculated by using the finite element method. On this basis, the influence regularity of blade shutdown position on the wind-induced response and stability performance of wind turbine systems was derived, with the most unfavorable working conditions of wind-induced buckling failure of this type of wind turbines concluded. The research results implied that within a rotation period of the wind turbine blade, when the blade completely overlaps the tower (Working condition 1), the aerodynamic performance of the system is the poorest while the aerostatic response is relatively small. Since the influence of the structure's geometrical nonlinearity on the system wind-induced response is small, the maximum displacement only has a discrepancy of 0.04. With the blade rotating clockwise, its wind-induced stability performance presents a variation tendency of first-increase-then-decrease. Under Working condition 3, the critical instability wind speed reaches its maximum value, while the critical instability wind speed under Working condition 6 is the smallest. At the same time, the coupling effect between tower and blade leads to a reverse effect which can significantly improve the ultimate bearing capacity of the system. With the reduction of the area of tower shielded by blades, this reverse effect becomes more obvious.

• 한국지반환경공학회 논문집
• /
• 제8권4호
• /
• pp.67-74
• /
• 2007

강우시 우수의 침투로 사면의 안정성은 감소되며, 사면활동에 의한 피해를 최소화하기위해 강우시 토사사면에 대한 사면 안정해석시 지표까지 완전히 포화되는 조건으로 설계하도록 설계기준을 강화하고 있다. 그러나 이와 같은 설계방식은 강우강도, 강우지속시간, 지반특성, 사면의 기하학적 특성 등과 관계없이 동일하게 지표까지 완전 포화조건으로 설계함으로써 지나치게 과다하게 설계되는 경향이 있는 등 문제점이 지적되고 있다. 또한 대부분의 토사사면은 불포화상태에 있으며, 불포화특성을 고려한 사면 안정해석이 수행되어야 할 것이다. 본 논문은 강우시 토사 사면이 완전 포화되기까지 소요되는 강우지속시간을 예측할 수 있는 방법을 제시하였다. 이를 위해 본 논문에서는 불포화토의 흙-수분 특성과 포화시 투수계수, 사면의 기하학적 조건, 강우강도 등을 고려하여 불포화토 사면에 대한 유한요소해석을 실시하여 강우시 토사사면이 완전 포화되기 까지 소요되는 강우지속시간을 예측하였으며, 이들 해석결과로부터 간편하게 사용할 수 있는 예측도표를 제시하였다.

• 지질공학
• /
• 제18권2호
• /
• pp.177-183
• /
• 2008

본 연구에서는 3차원 한계평형법을 이용하여 산사태 시점부가 붕괴되기 시작할 때의 전단강도정수를 역해석으로 도출하고, 파괴시의 활동면에 작용하는 응력상태를 분석하였으며, 지하수위의 변화에 따른 사면안정성 해석을 수행하였다. 해석결과에 의하면 토질의 전단강도시험 결과치가 역해석으로 도출된 임계 전단강도보다 낮은 범위에 분포함을 알 수 있었다. 산사태 시점부에 분포하는 응력의 크기는 계곡의 중심부로 갈수록 커지며 활동방향은 상부에서 하부로 향하는 것으로 나타났다. 또한 건기시에는 사면이 안정한 상태에 있으나, 강우로 인해 지하수면이 지표하 0.85 m 심도보다 얕게 상승하면 사면은 급격히 불안정해지는 것으로 나타났다.

• 대한의용생체공학회:학술대회논문집
• /
• 대한의용생체공학회 1996년도 추계학술대회
• /
• pp.80-85
• /
• 1996

The various function of the cardiovascular system(CVS) and the dynamic characteristics on each part of human body can be acquired in the electric analog circuit model. According to the performed outcome by other researchers, viscos resistance, flow inertia, and vascular compliance in the CVS are analogous to resister, inductor, and capacitor in electric circuit, so the CVS models were represented by the electric circuit models. these approaches were to propose the suitable models interest part of body and to simulate the various characteristics on the CVS. In this paper, the electric circuit model considering the characteristics of morphologic structure is represented, the parameter values of model is sotted up, and the dynamic characteristics of the the CVS is simulated using VisSim, one of the simulation tools. The observed simulation results are similar to the cardiovascular functions of nomal adults who have no heart failure. Besides, the simulation is operated to observe the pathophysiological abnomal symptoms(for example, bleeding within a certain period). The controller by baroreceptor, which is one of controllers to control the CVS, is appended in the model. and the dynamic response characteristics and the procedure to return normal state is observed in simulation when the bleeding last within a certain period.