• Title/Summary/Keyword: Point bar

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Discrete Sizing Design of Truss Structure Using an Approximate Model and Post-Processing (근사모델과 후처리를 이용한 트러스 구조물의 이산 치수설계)

  • Lee, Kwon-Hee
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.19 no.5
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    • pp.27-37
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    • 2020
  • Structural optimization problems with discrete design variables require more function calculations (or finite element analyses) than those in the continuous design space. In this study, a method to find an optimal solution in the discrete design of the truss structure is presented, reducing the number of function calculations. Because a continuous optimal solution is the Karush-Kuhn-Tucker point that satisfies the optimality condition, it is assumed that the discrete optimal solution is around the continuous optimum. Then, response values such as weight, displacement, and stress are predicted using approximate models-referred to as hybrid metamodels-within specified design ranges. The discrete design method using the hybrid metamodels is used as a post-process of the continuous optimization process. Standard truss design problems of 10-bar, 25-bar, 15-bar, and 52-bar are solved to show the usefulness of this method. The results are compared with those of existing methods.

Bond strength of reinforcement in splices in beams

  • Turk, Kazim;Yildirim, M. Sukru
    • Structural Engineering and Mechanics
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    • v.16 no.4
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    • pp.469-478
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    • 2003
  • The primary aim of this study was to investigate the bond strength between reinforcement and concrete. Large sized nine beams, which were produced from concrete with approximately ${f_c}^{\prime}=30$ MPa, were tested. Each beam was designed to include two bars in tension, spliced at the center of the span. The splice length was selected so that bars would fail in bond, splitting the concrete cover in the splice region, before reaching the yield point. In all experiments, the variable used was the reinforcing bar diameter. In the experiments, beam specimens were loaded in positive bending with the splice in a constant moment region. In consequence, as the bar diameter increased, bond strength and ductility reduced but, however, the stiffnesses of the beams (resistance to deflection) increased. Morever, a empirical equation was obtained to calculate the bond strength of reinforcement and this equation was compared with Orangun et al. (1977) and Esfahani and Rangan (1998). There was a good agreement between the values computed from the predictive equation and those computed from equations of Orangun et al. (1977) and Esfahani and Rangan (1998).

A Study of Equipment Improvment method of the Expansion joint & Air Section in Rigid Trolley Bar System (AL T-Bar) (강체전차선방식(AL T-Bar)에서의 Expansion joint 및 Air Section 설비 개량방안 연구)

  • Yoo Jeung-Sang;Jang Woo Jin;Lee Byung-Song
    • Proceedings of the KSR Conference
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    • 2003.10c
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    • pp.523-528
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    • 2003
  • AS City traffic means, the electric railway of the role is overwhelming with recognizing good merits of safety, no environment disruption and accurate destination time. Currently, Korea subway are running about 290km through eight subway lines. The latest constructed subway had been made by imperoved matherials which is going on improving. Therefore, we researched this project to keep up facilites easily, repress a leakge current and reduse install cost and repair time in changing facility at overhead Contact wire system because of arc by reforming construction plan about Expansion Joint and Air Section which is regarded as weak point when facilities are fixed and maintianed of Rigid Trolley bar System. as above we can contribute various part to making useful O.C.S(overhead contact wire system)

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Measurement and analysis of CNC machine tool errors using ball link bar system (Ball link bar를 이용한 CNC 공작 기계의 정밀도 계측과 해석에 관한 연구)

  • Kwon, Hyuk-Dong
    • Journal of Institute of Control, Robotics and Systems
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    • v.3 no.3
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    • pp.289-296
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    • 1997
  • In this paper, a method has been proposed for error measurement/diagnosis of CNC machine tools using the ball link bar on three dimensional space. For the circular motion error measurement, deviation between the desired and actual test path has been measured and analysed using a new type of ball link which incorporates ideal three point contact between reference balls and sockets. Computer program for the error evaluation has been developed and implemented under PC environment. Using the developed program, the circular test data on a CNC machine tool have been analysed, and thus, machine tool errors were effectively evaluated.

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Dynamic behavior of boring bar with continuous system analysis (연속계 해석에 의한 보오링 바의 동적 거동에 관한 연구)

  • Kim, Jeong-Suk;Kang, Myeong-Chang;Park, Soo-Kil
    • Journal of the Korean Society for Precision Engineering
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    • v.11 no.4
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    • pp.38-46
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    • 1994
  • The vibration amplitude of boring bar is generally large at the tool tip, because it has the high length-diameter(L/D) ratio. A new dynamic cutting force model is presented by considering the change of shear angle under dynamic cutting. The boring bar is modelled as a cantilever with dynamic force acting at the tool end point. Based on this realistic continuous system model, the equation of motion of borring bar is solved by numerical computations. A good agreement is found between the proposed model and the experimental results.

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Architectural Elements of the Fluvial Deposits of Meander Bends in Midstream of the Yeongsan River, Korea

  • Chung, Gong-Soo;Lee, Jin-Young;Yang, Dong-Yoon;Kim, Ju-Yong
    • Journal of the Korean earth science society
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    • v.26 no.8
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    • pp.809-820
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    • 2005
  • The fluvial sequence developed along the channel margin of meander bends in the midstream of the Yeongsan River consists of channel deposits at the bottom and overbank deposits at the top, and shows a fining-upward trend. The fluvial deposits consist of 7 sedimentary facies, and facies association forms 7 architectural elements. The channel deposits formed as channel bar or point bar. The channel bar deposits consisted of architectural element of gravel bedform were formed by channel lag deposits within the channel; whereas, the channel bar deposits consisted of architectural elements of downcurrent-dipping inclined strata sets, cross-stratified and horizontally stratified sets, and horizontally stratified sets were formed by downstream migration of sand wave or downstream transport of sand by traction current in the upper flow regime conditions within the channel. The point bar deposits consist of architectural elements of down current-dipping inclined strata sets, horizontally stratified sets, cross-stratified and horizontally stratified sets, and laterally inclined and horizontally stratified sets. These architectural elements are thought to have been formed by the combined effects of the migration of sand dunes and the formation of horizontal lamination in the upper flow regime plane bed conditions. The overbank deposits consist of the architectural elements of overbank fine and sand sheet and lens. The overbank fines were formed by settling of mud from slackwater during flooding over floodplain whereas the sand sheet and lens were formed by traction of sands introduced episodically fiom channel to the overbank during flooding.

Enhancement of 4 Bar Parallelogram Linkage for a Medical Bed (의료용 침대를 위한 평행 4절 링크의 개선)

  • Lee, Youngdae;Kim, Changyoung;Choi, Moonsoo
    • The Journal of the Convergence on Culture Technology
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    • v.6 no.1
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    • pp.515-520
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    • 2020
  • The design and actual implementation of the four-bar parallel link was studied in the paper. The parallel four-section link is widely used as a basic kinematic mechanism for transmitting the rotation of one axis to the rotational motion of the other axis. However, the parallel 4 link has a problem that phase reversal occurs at the turning point during the movement. In order to prevent the link reversal, it is known that a double parallelogram-type link is formed by attaching an additional phase reversal suppression link with an offset. However, as a result of the actual fabrication experiment, the movement is not smooth at the transition point. In order to solve this problem, in this study, a link for smooth movement is added in addition to a link that provides an offset to prevent phase reversal, so that the phase reversal does not occur at a specific point when the driven shaft rotates along the drive shaft. The test result confirms the validity of our suggestion.

Han Yong-un's View Point of Buddhism from the Perspective of Zen Buddhism (선불교전통(禪佛敎傳統)에서 본 한용운(韓龍雲)의 불교관(佛敎觀))

  • Jung, yeon-soo
    • The Journal of Korean Philosophical History
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    • no.38
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    • pp.163-187
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    • 2013
  • In this paper, Han Yong-un's view point of Buddhism was examined in the traditional Zen Buddhism. He emphasized the essence of calm and awakened Zen in Wonhyo's theory of Jigwanssangun and Jinul's theory of Jeonghyessangsu. He criticized the behaviors of Zen priests at that time who turned their back on common people, secluded themselves in mountains and tried to stay calm in their places, and ideologically stressed that calm and awakened Zen should be realized in disciplinants' daily lives while enlightening the public. On the other hand, he had consistently stuck to Imjeseonpung(臨濟禪風) based on the spirit of saving the world, rather than depending on Jodongowi(曹洞 五位), when glossing "Sip-hyun-dam" with the traditional $S{\bar{o}}t{\bar{o}}$ Zen(曹洞宗) after Kim Si-seup Compared with Jodongowi, Siphyeondamjuhae(十玄談註解) emphasized Pyeonjungjeong (偏中正) where the right position(正位) of a true man(眞人) is founded in the middle of common people's partiality(偏位). In Siphyeondamjuhae, he intended to rebuke Japanese $S{\bar{o}}t{\bar{o}}$ Zen priests' brutality of trying to annihilate even the spirit of Zen Buddhism through Treaty of Alliance of Korea-Japan Buddhism(朝日佛敎同盟條約). Considering Han Yong-un's view point of Buddhism, it has the characteristic of patriotism and love of the people in the traditional Zen Buddhism.

Enhancement of Geomorphology Generation for the Front Land of Levee Using Aerial Photograph (항공영상을 연계한 하천 제외지의 지형분석 개선 기법)

  • Lee, Geun Sang;Lee, Hyun Seok;Hwang, Eui Ho;Koh, Deuk Koo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.3D
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    • pp.407-415
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    • 2008
  • This study presents the methodology to link with aerial photos for advancing the accuracy of topographic survey data that is used to calculate water volume in urban stream. First, GIS spatial interpolation technique as Inverse Distance Weight (IDW) and Kriging was applied to construct the terrain morphology to the sand-bar and grass area using cross-sectional survey data, and also validation point data was used to estimate the accuracy of created topographic data. As the result of comparison, IDW ($d^{-2}_{ij}$, 2nd square number) in Sand-bar area and Kriging Spherical model in grass area showed more efficient results in the construction of topographic data of river boundary. But the differences among interpolation methods are very slight. Image classification method, Minimum Distance Method (MDM) was applied to extract sand-bar and grass area that are located to river boundary efficiently and the elevation value of extracted layers was allocated to the water level point value. Water volume with topographic data from aerial photos shows the advanced accuracy of 13% (in sand-bar) and 12% (in grass) compared to the water volume of original terrain data. Therefore, terrain analysis method in river linking with aerial photos is efficient to the monitoring about sand-bar and grass area that are located in the downstream of Dam in flooding season, and also it can be applied to calculate water volume efficiently.

Improvement of Pad Lifetime using POU (Point of Use) Slurry Filter and High Spray Method of De-Ionized Water (POU 슬러리 필터와 탈이온수의 고분사법에 의한 패드수명의 개선)

  • 박성우;김상용;서용진
    • Journal of the Korean Institute of Electrical and Electronic Material Engineers
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    • v.14 no.9
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    • pp.707-713
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    • 2001
  • As the integrated circuit device shrinks to smaller dimensions, chemical mechanical polishing (CMP) process was requirdfo the global planarization of inter-metal dielectric (IMD) layer with free-defect. However, as the IMD layer gest thinner, micro-scratches are becoming as major defects. However, as the IMD layer gets thinner, micro-scratches are becoming as major defects. Micro-scratches are generated by agglomerated slurry, solidified and attached slurry in pipe line of slurry supply system. To prevent agglomerated slurry particle from inflow, we installed 0.5${\mu}{\textrm}{m}$ point of use (POU) filter, which is depth-type filter and has 80% filtering efficiency for the 1.0${\mu}{\textrm}{m}$ size particle. In this paper, we studied the relationship between defect generation and polished wafer counts to understand the exact efficiency fo the slurry filteration, and to find out the appropriate pad usage. Our experimental results showed that it sis impossible to prevent defect-causing particles perfectly through the depth-type filter. Thus, we suggest that it is necessary to optimize the slurry flow rate, and to install the high spray bar of de-ionized water (DIW) with high pressure, to overcome the weak-point of depth type filter.

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