• Title/Summary/Keyword: Wire Length

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A Study of shear bond strength of bonded retainer according to the bonding method and type of wires (접착방법 및 multistranded wire의 종류에 따른 접착식 보정장치의 전단접착강도에 관한 연구)

  • Lee, Hyoung-Cheol;Son, Woo-Sung
    • The korean journal of orthodontics
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    • v.32 no.2 s.91
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    • pp.143-153
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    • 2002
  • The bonded orthodontic retainer constructed from composite and multistrand orthodontic wire provides an esthetic and efficient system for maintained retention. This study was designed to measure shear bond strength of bonded retainers and to suggest a optimal combination of a multistrand wire and bonding method used when bonded retainer was fabricated. 160 sound maxillary and mandibular premolars were used for 80 test samples. After Uniformizing bonding area, length of wire, and thickness of composite, multistrand wire was bonded to fabricated a bonded retainer by direct or indirect bonding method. Shear bond strength and extension length of each sample were measured by a universal testing machine. The results of this study were as follows : 1. In vitro shear bond testing found 6-stranded, 0.0155 inch wires to have the largest shear bond strength and 3-stranded, 0.0195 inch wires to have the least shear bond strength. But, These difference was not statistically significant(p<0.05). 2. In vitro extension testing found 3-stranded, 0.0155 inch wires to have the largest extension length and 3-stranded, 0.0195 inch wires to have the least extension length(p<0.05). The larger diameter wire was used, the larger extension length was shown. But, the strand of wire is not related to the extension length of wire. 3. In comparison with direct bonding method, larger shear bond strength and extension length was shown in indirect bonding method(p<0.05).

Technique of Maximum Span Length Calculation for 350km/h High Speed Catenary System (최고운행속도 350km/h급 전차선로 최대경간길이 계산 기법)

  • Chang, Sang-Hoon;Lee, Ki-Won;Ryoo, Hyang-Bok
    • Proceedings of the KSR Conference
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    • 2011.05a
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    • pp.924-931
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    • 2011
  • This paper deal with maximum span calculation technique for 350km/h high speed catenary system. Considers a geometric interaction, possible maximum span length is between two pole. Wind condition and the train current collector is moving even to being pantograph does not escape while operating. Uses like this justice and possible maximum span length is follow next condition. (i) Operating range of pantograph fan head, (ii) The wind velocity which assumes from system, (iii) Width in pantograph from operation height moving, (iv) Type of processing Catenary system, specially tensile strength of overhead contact wire and messenger wire etc. When accurately calculates the maximum permission span, the dropper between of overhead contact wire and messenger wire and must consider the correlation.

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A INSULATING DESIGN OF $SF_6$ GAS SEALING END OF CONDENSER CONE TYPE USED FOR 345KV OF CABLE (콘덴서 콘 방식의 345KV OF 케이블용 $SF_6$ 가스중 종단접속함의 절연 설계)

  • Kim, H.J.;Lee, S.C.;Oh, O.J.;Lee, H.S.
    • Proceedings of the KIEE Conference
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    • 1994.07b
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    • pp.1553-1555
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    • 1994
  • In this paper, we describes the research in condenser cone of $SF_6$ gas sealing end for 345KV oil-filled cable. The designed of condenser cone based on the results electric field analysis by electrostatics theory ana FEM. As a results. we have been designed the condenser cone and the inner insulation part of $SF_6$ seating end, the width and length, the number of condenser, the length of stress relief slope, the total length of condenser cone.

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An Experimental Study on Flexural Behavior of One-Way Concrete Slabs Using Structural Welded Wire-Fabric (구조화 용접철강을 사용한 일방향 슬래브의 휨 거동에 관한 실험적 연구)

  • 허갑수;윤영호;양지수;김석중;정헌수
    • Magazine of the Korea Concrete Institute
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    • v.6 no.2
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    • pp.169-179
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    • 1994
  • Recently the construction of residential buildings faces many difficulties due to the shortage of building materials and works. Simplifying the stage of processing and assembling reinforcing rods and increasing the efficiency of them in reinforced concrete construction can be used to settle the difficulties. In the respect, structural wire-fabric and loop wire-fabric is utilized. The purpose of this study, on condition of being $210kg/cm^2$ concrete strength, is to analyze the structural and flexural properties of one-way concrete slabs by testing with different reinforcing type, tensile steel ratio based with minimum steel ratio, boundary condition and splice length which affect the maximum width of crack and ductility factor. From the test results, the ductility factor is approved that the slabs using deformed bar were much better than that using wire-fabric, and 30D of splice length was appropriate in the slabs as splice length. In the control of the maximum crack width the slabs using wire-fabric and loop wire-fabric were much better than that using deformed bar.

Design and Comparison of Superconducting Magnets with Circular Coil Elements for Magnetic Resonance Imaging (원형무코일로 구성된 MRI용 초전도 자석의 설계와 비교)

  • Kim, Yong-Gwon;Hyun, Jung-Ho;Seo, Jeung-Hoon;Kim, Hyug-Gi;Oh, Chang-Hyun
    • Journal of the Institute of Electronics Engineers of Korea SC
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    • v.48 no.6
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    • pp.57-62
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    • 2011
  • This paper proposed a method which is the three types of magnet model for improving field inhomogeneity of superconducting magnet. The length of coil wire was compared for the optimized current pattern using minimum power methods and field inhomogeneity under the specific simulation condition in case of same magnet field strength about each magnet type field inhomogeneity. Length of wire and field inhomogeneity were compared under the same condition(18 target points, 20cm DSV). According to the simulation results, the smaller target points can reduce the wire length but it can not improve the field inhomogeneity. Length of wire and low field inhomogeneity can not improve in same time. However, small DSV and reducing target points can overcome the these problem. And to conclude, if it processes shimming as reducing target points in case of magnet model which is open to space, about the size of same imaging region it needs a lot of current values(or the length of wire) and decreases field homogeneity but it is useful to get small ROI.

Comparison of inclination and vertical changes between single-wire and double-wire retraction techniques in lingual orthodontics

  • Hung, Bui Quang;Hong, Mihee;Yu, Wonjae;Kyung, Hee-Moon
    • The korean journal of orthodontics
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    • v.50 no.1
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    • pp.26-32
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    • 2020
  • Objective: The Heat Induction Typodont System (HITS), used in some recent studies, has a distinct advantage over previous tooth movement simulation methods. This study aimed to compare inclination and vertical changes between the single-wire and double-wire techniques during en masse retraction with different lengths of lever arms in lingual orthodontics using an upgraded version of the HITS. Methods: Duet lingual brackets, which have two main slots, were used in this study. Forty samples were divided into four groups according to the length of the lever arm (3-mm or 6-mm hook) and the retraction wire (single-wire or double-wire). Four millimeters of en masse retraction was performed using lingual appliances. Thereafter, 3-dimensional-scanned images of the typodont were analyzed to measure inclination and vertical changes of the anterior teeth. Results: Incisor inclination presented more changes in the single-wire groups than in the double-wire groups. However, canine inclination did not differ between these groups. Regarding vertical changes, only the lateral incisors in the single-wire groups presented significantly larger values than did those in the double-wire groups. Combining the effect of hook lengths, among the four groups, the single-wire group with the 3-mm hook had the highest value, while the double-wire group with the 6-mm hook showed the least decrease in crown inclination and extrusion. Conclusions: The double-wire technique with an extended lever arm provided advantages over the single-wire technique with the same lever arm length in preventing torque loss and extrusion of the anterior teeth during en masse retraction in lingual orthodontics.

Experimental Studies on the Motion and Discharge Behavior of Free Conducting Wire Particle in DC GIL

  • Wang, Jian;Wang, Zhiyuan;Ni, Xiaoru;Liu, Sihua
    • Journal of Electrical Engineering and Technology
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    • v.12 no.2
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    • pp.858-864
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    • 2017
  • This study aims to restrain free conducting wire-type particles which are commonly and dangerously existing within DC gas-insulated transmission lines. A realistic platform of a coaxial cylindrical electrode was established by using a high-speed camera and a partial discharge (PD) monitor to observe the motion, PD, and breakdown of these particles. The probabilities of standing or bouncing, which can be affected by the length of the particles, were also quantitatively examined. The corona images of the particles were recorded, and particle-triggered PD signals were monitored and extracted. Breakdown images were also obtained. The air-gap breakdown with the particles was subjected to mechanism analysis on the basis of stream theory. Results reveal that the lifting voltage of the wire particles is almost irrelevant to their length but is proportional to the square root of their radius. Short particles correspond to high bouncing probability. The intensity and frequency of PD and the micro-discharge gap increase as the length of the particles increases. The breakdown voltage decreases as the length of the particles decreases.

Development of Vision Inspection System for Defects of Industrial Wire Harness (산업용Wire Harness Vision 검사 장비 개발)

  • Han, Seung-Chul
    • Journal of the Korean Society of Industry Convergence
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    • v.11 no.4
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    • pp.189-194
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    • 2008
  • This paper presents vision based inspection system for defects of industrial wire harness. Five type of nonconformities facter such as barrel deform, projected wire, overcoating, rack of wire length, over-strip is considered. Developed inspectio algorithmn has been tested on real specimens from a wire harness factory. Experimental results show that the inspection algorithm an has a good performance.

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Development of the Wire EDM CAM System Considering a Variab1e Taper Wire-cut and an Unmanned Wire EDM During the Night (상하이형상 및 야간 무인가공을 고려한 와이어 EDM 전용 CAM 시스템 개발)

  • 유우식;정회민
    • Korean Journal of Computational Design and Engineering
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    • v.6 no.3
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    • pp.206-214
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    • 2001
  • This paper describes the wire EDM (Electric Discharge Machining) CAM system considering a variable taper wire-cut and an unmanned wire EDM during the night. Wire EDM is applicable to all materials that are fairly good electrical conductors, including metals, alloys and most carbide. Thus it provides a relatively simple method for making holes of any desired cross section in materials that are too hard or brittle to be machined by most other methods. In this paper we classify variable taper wire-cut machining patterns and variable taper wire-cut geometries. Also we determine unmanned wire EDM patterns fur the productivity of wire EDM industry. Developed system consists of two modules: 1) Variable taper wire EDM module guarantees the length ratio machining function, the parametric ratio machining function and the marking function. 2) Unmanned wire EDM module guarantees the automatic wire EDM during the night. The proposed system has been tested in the fields and found to be a useful system.

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An Experimental Study on the Effect of Tie-wire on R/C Beam Behaviors (결속선이 R/C보의 거동에 미치는 영향에 대한 실험적 연구)

  • 변항룡;공귀옥;김준성;이수곤
    • Proceedings of the Korea Concrete Institute Conference
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    • 1997.10a
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    • pp.737-742
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    • 1997
  • In this paper the effect of tie wire in lap spliced bars is investigated by experiment. The variables considered in the beam behaviors are beam dimension, lapped splice length and numbers of tie wire. 3 test pieces having the same variables consist one series and a total of 6 series ar tested. The test results show the beam behavior is not affected by numbers of tie wire but by the manner of tie. It was revealed hat the load bearing capacity of the beam is increased when the tie wire is extended to top bar.

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