• Title/Summary/Keyword: 볼트결합

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Performance Analysis of Automatic Thickness Image using Convolution Function (컨벌루션 함수를 이용한 자동두께측정 영상의 성능분석)

  • Kang, Min-Goo;Zo, Moon-shin
    • Journal of Internet Computing and Services
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    • v.11 no.1
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    • pp.21-26
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    • 2010
  • In this paper, film uniformity is improved by the bolt-mapping of convolutional image processing between bolts and a film using soft X-ray based in-line LCD TV film thickness controls. The automatic film thickness analysis of 3 inter-bolt's convolution function is proposed for the reduction of offset error from the X-ray changing of line scan in film profiles.

기술현황분석 - 알루미늄 차체부품의 SPR 접합기술 동향

  • Seo, Jeong;Gang, Hui-Sin;Lee, Mun-Yong;Jo, Hae-Yong
    • 기계와재료
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    • v.23 no.3
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    • pp.138-146
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    • 2011
  • 자동차 차체 경량화를 위해 알루미늄 스페이스 프레임 구조가 개발되고 있으나, 관재결합이 필요하기 때문에 기존의 저항 점용접이 적용되기 어렵다. 또한, 멤버와 멤버의 연결부에서는 철강재난 고강도 재료의 사용이 요구되므로 이종재료 접합기술이 필요하다. 알루미늄 및 이종재료 접합방법으로는 볼트체결, 클린칭, SPR 접합, 접착재 등이 있으나, SPR 접합은 기계적인 결합방법의 하나로, 일반 리벳공정과는 달리 별도의 홀이 필요없기 때문에 자동화에 용이하며 작업시간도 빠르다. 리벳의 압입 방식으로 판재의 열변형이 거의 없고 친환경적인 공법으로 사용되고 있으며, 소음이 적고, 용접이 불가능한 이종재료의 결합도 가능하다. 무엇보다 자동차 양산용 장비 적용이 용이하기 때문에 기존의 저항 점용접을 대체하기 편리하다. 따라서, 본 글에서는 알루미늄 차체 부품 접합을 위한 SPR 접합공법에 대한 국내외 기술개발 동향을 분석하고, 한국기계연구원에서의 최근 기술개발 내용을 소개하고자 한다.

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복합재연소관과 노즐의 결합부위에대한 응력 및 파손해석

  • Hong, Chang-Seon;Kim, Yong-Wan;Park, Ji-Yang;Jo, Won-Man;Jeong, Bal;Hwang, Tae-Gi
    • Defense and Technology
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    • no.10 s.164
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    • pp.43-44
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    • 1992
  • 복합재 연소관과 노즐을 기계적 체결방법으로 결합하면 결합부위에서 재료의 불연속성과 기하학적 불연속성으로 인한 높은 응력집중이 발생해 구조적으로 매우 취약하게 됩니다. 복합재 연소관의 경우에는 내압을 받는 원통형 구조물이므로 기존의 평판에 대한 연구결과를 그대로 사용할수 없으므로, 이 글에서는 복합재 셀 구조물의 응력 및 파손 해석을 수행할수 있도록 1차전단변형 셀이론을 이용한 유한요소해석 프로그램을 개발하였습니다. 기계적체결부위의 모델링에 대해 검토하였으며 복합재료의 파손평가에 사용되는 여러가지 파손식을 적용해 비교하였습니다. 이 해석 방법을 이용해 복합재 연소관의 적층각, 볼트직경, 연소관의 끝단까지의 길이 등이 파손하중에 미치는 영향을 제시하였습니다

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Updating of Finite Element Model using Frequency Response Function (주파수 응답함수를 이용한 유한요소모델의 개선)

  • 서상훈;지태한;박영필
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 1995.10a
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    • pp.233-238
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    • 1995
  • 주파수 응답함수를 직접 이용하는 응답함수 방법을 이용하여 8자유도계, 보, 그리고 보구조물의 모의실험과 실험을 통해 다음과 같은 결론을 얻었다. 첫째, 잡음이 혼입된 경우도 데이타를 취하는 주파수 점의 개수를 늘려줌으로써 정확한 결과를 얻는 것이 가능하다. 둘째, 실제 보에 대해서 유한요소모델의 개선을 행하여 실험과 일치하는 결과를 얻을 수 있다. 세째, 볼트로 체결된 보구조물에 대해 유한요소모델의 개선을 통한 결합부의 동정을 통해 실험과 더 잘 일치하는 유한요소모델을 얻을 수 있다.

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Simulator of Accuracy Prediction for Developing Machine Structures (기계장비의 구조 특성 예측 시뮬레이터)

  • Lee, Chan-Hong;Ha, Tae-Ho;Lee, Jae-Hak;Kim, Yang-Jin
    • Journal of the Korean Society for Precision Engineering
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    • v.28 no.3
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    • pp.265-274
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    • 2011
  • This paper presents current state of the prediction simulator of structural characteristics of machinery equipment accuracy. Developed accuracy prediction simulator proceeds and estimates the structural analysis between the designer and simulator through the internet for convenience of designer. 3D CAD model which is input to the accuracy prediction simulator would simplified by the process of removing the small hole, fillet and chamfer. And the structural surface joints would be presented as the spring elements and damping elements for the structural analysis. The structural analysis of machinery equipment joints, containing rotary motion unit, linear motion unit, mounting device and bolted joint, are presented using Finite Element Method and their experiment. Finally, a general method is presented to tune the static stiffness at a rotation joint considering the whole machinery equipment system by interactive use of Finite Element Method and static load experiment.

Identification of Connection Stiffnesses of Bolted Structures Using a Substructural Sensitvitity Analysis (부분구조 기반 민감도 해석을 이용한 볼트겹합 구조물의 결합강성 추정)

  • 서세영;방극호;김찬묵;이두호
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.11 no.7
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    • pp.287-294
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    • 2001
  • The identification of connection stiffnesses of bolted structures is presented using FRT-based substructural sensitivity analysis. The substructural design sensitivity formula is derived and plugged into the optimization module of MATLAB to identify connection stiffnesses of an air-conditioner compressor or passenger Car. The air-conditioner composed of a compressor and a bracket, is analysed by using the FRT-based substructural(FBS) method to obtain FTRs an FE model is generated for the bracket, and the impact hammer test is performed for the compressor, Obtained FRTs are combined to calculate the reaction force at the connection point and the system response. By minimizing the difference between a target FRT and calculated one the connection element properties of the air-conditioner syste are identified It is shown that the proposed identification method is effective for a real problem.

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Estimation of stress concentration factor in bolt jointed structure with variable preload (체결력에 따른 볼트 결합구조물의 응력집중계수 평가)

  • 송준혁
    • Proceedings of the Korean Society of Machine Tool Engineers Conference
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    • 1998.03a
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    • pp.298-303
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    • 1998
  • Most of mechanical structures are combined of substructures such as beam and/or plates. There are few system with unibody structures but are not a few systems with united body structures. Generally the dynamic analysis of whole structures is perform ed under alternating load. However, the analysis of each joint area is more important than others for zero severity. This paper presents the results of analysis of concentration stress in bolt jointed structure with variable preload. At frist, a static vibration test was performed to find out a nominal stress of bolt joint ed plates from the relationship between natural frequency and nominal stress. Then a concentration stress was computed at contact point between bolt and plate in the structure. It is believed that the proposed method has promising implications for safer design with fatigue quality index of stress concentration factor and has merit for cost down and saving time at the beginning of vehicle development.

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The Evaluation of Stability for Hook-type Bonding Method of Pile Foundation and Cap (훅타입 말뚝두부보강 기초의 안정성 평가)

  • Lee, Heunggil;Oh, Sewook
    • Journal of the Korean GEO-environmental Society
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    • v.8 no.3
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    • pp.41-49
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    • 2007
  • The typical bonding methods which connect steel pipe pile and spread footing is bolted bonding method using +type cover plate for reinforcing a head of steel pipe pile. In this paper, stability of spread footing in pile foundation have been evaluated by loading test of +type cover plate for reinforcing a head of pile and hook type bonding method. The presents results from a series of pilot model test on vertically loaded piles foundation of bolted bonding method and hook type bonding method, pile foundation is identified to safety due to pile foundation exceed 8.5~21% which more than yield stress of steel pipe pile. As the results of horizontal loading tests, peak load of piles foundation of hook type bonding method has estimated in 41.1tonf and it was exceed about 33% which more than pile foundation of bolted bonding method.

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A Study on Finite Element Modeling of the Structure with Bolted Joints (볼트 체결부를 갖는 구조물의 유한요소모델링에 관한 연구)

  • Yoon, Ju-Chul;Kang, Bum-Soo;Kim, Jung
    • Journal of the Korean Society for Precision Engineering
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    • v.20 no.8
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    • pp.205-212
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    • 2003
  • In this study, in order to investigate a modeling technique of the structure with bolted joints, four kinds of finite element model are introduced; a solid bolt model, a coupled bolt model, a spider bolt model, and no bolt model. All proposed models take account on prestrained effect and contact behavior of flanges to be joined. Among these models, a solid bolt model, which is modeled by using a 3-D solid element and a surface-to-surface contact element between the head/nut and the flange interfaces, has the best accurate responses compared with the experimental results. In addition, coupled bolt model, which couples the degree of freedom between the head/nut and the flange, shows the best effectiveness and usefulness in view of computational time and memory usage. Finally, the bolt model proposed here is adopted for structural analysis of a large diesel engine of a ship consisting of several parts which is connected by long stay bolts.

Study on the Improvement of Strength Capacity for Glulam-to-bolt Connection (집성재 볼트 결합부의 강도 성능 개선에 관한 연구)

  • Kim, Gwang-Chul
    • Journal of the Korean Wood Science and Technology
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    • v.33 no.6 s.134
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    • pp.31-37
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    • 2005
  • This research investigated the increase in strength capacity for the difference of various connection conditions. Connections were constructed with a main member, glulam and side members, 3 mm steel plates. Connections were varied in the number of inserted 1 mm steel plate. The strength capacity considerably increased by inserting the very thin steel plate within structural glulam connection. Glulam connections were classified as the number of inserted steel plate, group A was none, group B was one, group C was two, and group D was three. Ultimate and design values of the group B were 18% and 13% greater than the group A, the group C were 27% and 20% than the group A, and the group D were 33% and 24% than the group A. However, the increase in strength capacity and the additional difficulty should be considered on economic and technical view.