• Title/Summary/Keyword: Pull Technology

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Analysis of Pull-in-Voltage and Figure-of-Merit of Capacitive MEMS Switch

  • Saha, Rajesh;Maity, Santanu;Devi, Ngasepam Monica;Bhunia, Chandan Tilak
    • Transactions on Electrical and Electronic Materials
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    • v.17 no.3
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    • pp.129-133
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    • 2016
  • Theoretical and graphical analysis of pull-in-voltage and figure of merit for a fixed-fixed capacitive Micro Electromechanical Systems (MEMS) switch is presented in this paper. MEMS switch consists of a thin electrode called bridge suspended over a central line and both ends of the bridge are fixed at the ground planes of a coplanar waveguide (CPW) structure. A thin layer of dielectric material is deposited between the bridge and centre conductor to avoid stiction and provide low impedance path between the electrodes. When an actuation voltage is applied between the electrodes, the metal bridge acquires pull in effect as it crosses one third of distance between them. In this study, we describe behavior of pull-in voltage and figure of merit (or capacitance ratio) of capacitive MEMS switch for five different dielectric materials. The effects of dielectric thicknesses are also considered to calculate the values of pull-in-voltage and capacitance ratio. This work shows that a reduced pull-in-voltage with increase in capacitance ratio can be achieved by using dielectric material of high dielectric constant above the central line of CPW.

Development of Push-pull Type Arc Welding Wire Feeder (아크 용접 와이어의 장거리 송급을 위한 Push-pull 방식의 와이어 송급장치 개발)

  • Yoon, Hyun-Jun;Hwang, In-Sung;Kim, Dong-Cheol;Kang, Moon-Jin;Choi, Ki-Gab
    • Journal of Welding and Joining
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    • v.31 no.3
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    • pp.39-43
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    • 2013
  • It is difficult to feed welding wire stably, when the distance between welding wire feeder and welding torch is far enough. In order to solve this problem, arranging a extension wire feeder between them could be one of useful methods. However, the welding wire could be twisted up in the extension cable between extension and terminal wire feeders in the case that RPM of extension wire feeding motor is higher than that of terminal motor. In this study, feeding problem of normal push-pull wire feeding system occurred at low welding current range less than 250A. In order to solve the problem, two new wire feeding systems of push-pull type were introduced. Welding wire feeding tests were preformed in the range of 150A to 400A with the developed push-pull feeding system. In addition, weldability test was performed at the welding current of 200A, 300A, and 400A. The welding wire twisting problem that was observed in the normal feeding system did not occur in the new push-pull wire feeding system.

A Design and Implementation of Web-based Instruction for Individual-paced learning using Push and Pull Technologies (Push 및 Pull 기술을 이용한 개별화 학습용 WBI 설계 및 구현)

  • 김재현;이경현
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.6 no.4
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    • pp.559-566
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    • 2002
  • n this paper, we propose a WBI(Web Based Instruction) for individualized learning using push and pull technologies with WWW(World Wide Web). As well as push End pull technologies, the proposing system is implemented with JSP(Java Server Page) and JDBC(Java Database Connectivity) of java technologies based on the client/server envirionments for the purpose of providing practical lectures to students.

Radar Countermeasure and Effect Analysis for the Pull-Off Deceptive Jamming Signal (Pull-Off 기만 재밍 신호에 대한 레이다 대응기법 및 효과 분석)

  • Jang, Sunghoon;Kim, Seonjoo
    • Journal of the Korea Institute of Military Science and Technology
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    • v.23 no.3
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    • pp.221-228
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    • 2020
  • This paper presents the radar counter jamming algorithm and ground far-field test results for the pull-off deceptive jamming signals like RGPO(Range Gate Pull Off) and VGPO(Velocity Gate Pull Off). We designed the radar counter jamming algorithm according to the characteristics of the deceptive jamming signals. This algorithm is validated by simulation before ground far-field test. The existing X-band AESA radar demonstrator was used to test the proposed algorithm. The proposed algorithm was applied to the radar processor software. The deceptive jamming signals generated using the commercial jamming signal generator. We performed the repeated ground far-field test with the test scenario. Test results show that the proposed counter deceptive jamming algorithm works in the real radar system.

Using scratch test to evaluate cohesive bond strength of Mo composite coating

  • Koiprasert, Hathaipat;Thaiwatthana, Sirinee;Sheppard, Panadda
    • International Journal of Advanced Culture Technology
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    • v.3 no.2
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    • pp.34-41
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    • 2015
  • Bonding strength of a thermal sprayed coating is difficult to measure using a conventional pull-off test method. Scratch test is a potential alternative testing method. An adhesive and a cohesive bond strength of the coating can be measured by the pull-off test while the scratch test performed on the cross-section of the thermal sprayed coating can only demonstrate the cohesive bond strength of the coating. Nevertheless, it is still beneficial to perform the scratch testing on the cross-section of the coating for the sake of comparison thus providing an alternative to the pull-off test. The scratch test method can reduce testing time and cost in the long run due to a significant cost reduction in consumables and energy and time saving from the curing step of the glue used in the pull-off test. This research investigates the possibility of using the scratch test to measure the cohesive bond strength of Mo/NiCrBSi composite coating. The results from the pull-off test and the scratch test indicate that the cohesive bond strengths of the Mo composite coating show similar trend and that the cohesive bond strength are increased when increasing NiCrBSi content.

Immobilization of Lactobionic Acid on Polyurethane Films and Their Interaction with Hepatocytes

  • Meng Wan;Jung Kyung-Hye;Kang Inn-Kyu;Kwon Oh Hyeong;Akaike Toshihiro
    • Macromolecular Research
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    • v.13 no.3
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    • pp.257-264
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    • 2005
  • Polyurethanes containing z-Iysine segments in the main chain (PULL) were synthesized from 4,4'-diphe-nylmethyl diisocyanate, poly(tetramethylene glycol), and z-Iysine oligomer as a chain extender. The PULL film was treated first with a $10\%$ HBr-acetic acid solution and subsequently with a saturated sodium bicarbonate aqueous solution to produce a primary amine group on the surface (PULL-N). Lactobionic acid (LA)-immobilized PULL (PULL-L) was prepared by the coupling reaction of the PULL surface amine groups and the LA carboxylic acid groups. The surface-modified PULLs were then characterized by attenuated total reflection-Fourier transform infra-red spectroscopy, electron spectroscopy for chemical analysis, atomic force microscopy, and contact angle goniometry. In the hepatocytes adhesion experiment, the cells poorly adhered to the PULL surface, although they adhered moderately well to the PULL-N surface. On the other hand, the cells adhered well to the PULL-L surface, suggesting the good affinity of the surface $\beta$-galactose moieties for hepatocytes. When hepatocytes were cultured in the presence of epidermal growth factor for 48 h, the cells rapidly aggregated on the PULL-L surface, whereas they aggregated only slowly on the other surfaces. The PULL prepared in this study has the potential to be used as a coating material for the enhancement of hepatocyte adhesion.

Long-term Behaviour Characteristics of Pressurized Grouting Soil Nails from the Field Pull-Out Tests (현장인발시험을 통한 가압 그라우팅 쏘일네일의 장기 인발거동특성)

  • Park, Si-Sam;Lee, Hoon-Yeoun;Park, Joo-Suck;Lee, Hong-Kyu
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.137-144
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    • 2005
  • Recently a pressurized grouting soil nail is demanded due to problems beyond of economical and engineering purpose. In this study, a newly modified soil nailing technology named as the PGSN (Pressurized Grouting Soil Nailing) system is respected to reduced displacements of nails and increase of global slope stability. And effects of various factors related to the design of the PGSN system, such as the length of the soil nail, injected pressure and W/C ratio of cement grout in the pressurized grouting soil nail are examined throughout a series of the displacement-controlled field pull-out tests. Displacement-controlled field pull-out tests are performed in the present study and the volume of grouting are also evaluated based on the measurements. In addition, both short-term and long-term characteristics of pull-out deformations of the newly proposed PGSN system are analyzed and compared with those of the general soil nailing system by carrying out the stress-controlled field pull-out tests. From the pull-out characteristics of pressurized grouting soil nails, it is found that the effect of the length of the soil nail, injected pressure and W/C ratio of cement grout are important parameters.

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Assessment of pull-out behavior of tunnel-type anchorages under various joint conditions

  • Junyoung Ko;Hyunsung Lim;Seunghwan Seo;Moonkyung Chung
    • Geomechanics and Engineering
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    • v.36 no.1
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    • pp.71-81
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    • 2024
  • This study analyzes the pull-out behavior of tunnel-type anchorage under various joint conditions, including joint direction, spacing, and position, using a finite element analysis. The validity of the numerical model was evaluated by comparing the results with a small-scaled model test, and the results of the numerical analysis and the small-scaled model test agree very well. The parametric study evaluated the quantitative effects of each influencing factor, such as joint direction, spacing, and position, on the behavior of tunnel-type anchorage using pull-out resistance-displacement curves. The study found that joint direction had a significant effect on the behavior of tunnel-type anchorage, and the pull-out resistance decreased as the displacement level increased from 0.002L to 0.006L (L: anchorage length). It was confirmed that the reduction in pull-out resistance increased as the number of joints in contact with the anchorage body increased and the spacing between the joints decreased. The pull-out behavior of tunnel-type anchorage was thus shown to be significantly influenced by the position and spacing of the rock joints. In addition, it is found that the number of joints through which the anchorage passes, the wider the area where the plastic point occurs, which leads to a decrease in the resistance of the anchorage.

Design of Pull Box Members on the Landing Pier Using Finite Element Analysis of a Steel Plate (강재 플레이트 유한요소해석을 이용한 잔교 상부의 풀 박스 부재의 선정)

  • Kim, Sungwon;Hong, Hyemin;Han, Taek Hee;Seo, Seung Nam
    • Journal of Coastal Disaster Prevention
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    • v.4 no.3
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    • pp.111-118
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    • 2017
  • In this study, pull box members were designed by finite element analysis of a steel plate covering a pull box to secure its safety on the landing pier dedicated to the large research survey ship. It was assumed that the maximum load is due to the 250 tonf class crane used for unloading work when the working environment in the upper part of the landing pier was considered. The safety of the pull box was evaluated by the comparison between the yield strength of the steel plate and the result of stress analysis on the steel plate due to the crane load. It was found that the stress at the plate from the crane load exceeded the yield strength of the steel(205MPa) when the upper part of the pull box was protected by a $1950{\times}1950mm$ steel plate cover. In order to compensate for this, a concrete filled steel tube(CFT) column with a diameter of 150 mm and a steel thickness of 10 mm was reinforced at the center of the plate, and the finite element analysis was carried out. However, the maximum stress at the steel plate was higher than the yield strength of the steel in some load cases so that it was tried to find appropriate thickness of the steel plate and diameter of the CFT columns. Finally, the analysis results showed that the safety of the pull box was secured when the thickness of the steel plate and the diameter of the CFT column were increased to 30mm and 180mm, respectively.

A study on affecting factors by using dolly in coating adhesion test (돌리를 이용한 도막 부착력 시험의 영향 인자에 관한 연구)

  • Baek, Yun-Ho;Son, Seong-Mo;Park, Chung-Seo
    • Corrosion Science and Technology
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    • v.13 no.5
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    • pp.186-194
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    • 2014
  • Establishment of adhesion strength measurement procedure for marine epoxy coatings was conducted in order to ensure reliability of the test results. It was found that (1) the increase in thickness of the substrates would induce increase of pull-off strength. Especially, the increase in adhesion strength with the substrate thickness increment was attributed to the transition of stress mode to the pure tensile mode excluding bending effect. (2) The longer curing time, the higher pull-off strength. It may be due to higher cross-linking density of the coating (3) The pull-off strength increases as coating thickness increases due to the diminishment of bending effect (4) The longer drying time after water immersion, the higher pull-off strength. It may be due to the evaporation of water molecule at the coating-substrate interface.