• Title/Summary/Keyword: 조인트 설계

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Wing-Fuselage Joint Design Improvement Using Nonlinear Analysis Considering Contact (접촉을 갖는 날개-동체 조인트의 비선형 해석을 통한 설계 개선)

  • Kim, Gwang-Su;Yun, Se-Hyeon;Sim, Jae-Yeol;Lee, Yeong-Mu
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.30 no.2
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    • pp.108-114
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    • 2002
  • In this paper, nonlinear finite element analysis is performed to ensure structural safety and to suggest the design improvement of wing-to-fuselage joint of the KSR-III rocket. In the joint, wings are attached to fuselage by fitting wing attachment part into the groove on the fuselage frame, and load transfer between wing and fuselage frame is accomplished mainly throug the contact of two members as well as fastening bolts. The careful finite element modeling has been proposed for the purpose of analyzing problems with relatively complicated load path. The detailed bolt modeling is conducted and GAP elemets are used to simulate contact problem between joined members and bolts. The suggested design improvement is verified by structural testing and the analysis results are compared with test results.

Strength Evaluation of T-type Tubular Joints for Circular Section Multi-Column Wind Towers (원형단면 멀티기둥 풍력타워 적용 T형 강관조인트 강도 평가)

  • Kim, Kyung Sik;Park, Hyun Yong;Seo, Dong Hyuck
    • Journal of Korean Society of Steel Construction
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    • v.27 no.1
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    • pp.119-129
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    • 2015
  • Due to reduced self weight and alleviated wind effect, the multi-column wind towers that consist of a number of circular tubes as vertical members interconnected with horizontal brace members can be a substitute for the large-scale single cylinder wind towers. It is critical to guarantee strengths of tubular joints where vertical and horizontal members are structurally connected in order to make the whole multi-column system behave as a single tower structure. In this study, strength evaluation has been conducted for T-type tubular joints that are applicable in multi-column towers. Four of available design codes, i.e., AISC, Eurocode3, ISO 19902, CIDECT have been investigated and predictor equations in the considered design codes were validated and discussed through parametric numerical study on slenderness ratios of chords and braces at joints.

Prediction of Failure Behavior for Carbon Fiber Reinforced Composite Bolted Joints using Progressive Failure Analysis (점진적 파손해석을 이용한 탄소섬유강화 복합재료 볼트 조인트의 파손거동 예측)

  • Yoon, Donghyun;Kim, Sangdeok;Kim, Jaehoon;Doh, Youngdae
    • Composites Research
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    • v.34 no.2
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    • pp.101-107
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    • 2021
  • Composite structures have components and joints. Theses connections or joints can be potentially weak points in the structure. The failure mode of the composite bolted joint is designed as a bearing failure mode for structural safety. The load-displacement relation exhibits bearing failure mode shows a nonlinear behavior after the initial failure and progressive failure behavior. In order to accurately predict the failure behavior of composite bolted joints, this study modified the shear damage variable calculation process in the existing progressive failure analysis model. The results of the bearing stress-bearing strain of the composite bolted joint were predicted using the modified progressive failure analysis model, and the modified model was verified through comparison with the previous progressive analysis model.

Design and Fabrication of a 2-Axis Waveguide Rotary Joint for a Millimeter-wave (Ka-Band) Multi-Mode Seeker with Low VSWR and Insertion Loss (낮은 정재파비와 삽입손실을 갖는 밀리미터파(Ka 밴드) 복합모드 탐색기용 2-축 도파관 로터리 조인트 설계 및 제작)

  • Song, Sung-Chan;Yoo, Sung-Ryong;Lim, Ju-Hyun;Jung, Yong-In
    • The Journal of Korean Institute of Electromagnetic Engineering and Science
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    • v.30 no.2
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    • pp.173-176
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    • 2019
  • In this study, a Ka-band waveguide rotary joint that can be applied to a millimeter-wave seeker is designed and fabricated. The proposed rotary joint maintains a low standing-wave ratio and low-loss characteristics, and has two rotary axes designed to enable azimuth and elevation rotation. The rotary joint is designed as a ridge-waveguide-type mode converter and a ${\lambda}/4$ choke structure to match the electromagnetic wave propagation mode between the spherical and circular waveguides. A performance test using a network analyzer and a high-power transmitter to assess vibration and shock were conducted. Results showed that the rotary joint had a very low standing-wave ratio of less than the maximum of 1.19:1 and an insertion loss of less than 0.80 dB at $F_C{\pm}500MHz$.

A study on the analysis and design for VTR deck mechanisms using CAE (CAE를 이용한 VTR Deck기구의 해석 및 설계)

  • 박태원;범진환;한형석;김명규;김광배
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.17 no.1
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    • pp.223-235
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    • 1993
  • VTR(Video Tape Recorder) has very complicated mechanisms composed of various cams, links, gears and so on. To satisfy kinematic requirements of VTR components, various geometric constraints between rigid bodies and a translational cam design program are developed. Mechanisms of VTR are divided into functional groups like a control part, a loading part and a tape guide part. Each group is modeled for kinematic and dynamic analysis. Finally, all groups are combined together for a complete VTR model and loads required for each function of VTR controls are studied. Detailed description of developed programs are presented and result are discussed.

Shape optimal design of a dust cover for ball joint of automotive steering system (조향장치용 볼 조인트 더스트 커버의 형상최적설계)

  • Lee, Boo-Youn;Kim, Ji-Ho
    • Journal of Advanced Marine Engineering and Technology
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    • v.37 no.6
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    • pp.603-610
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    • 2013
  • Finite element analysis is performed to evaluate stress and deformation of a wrinkle-type dust cover for the ball joints of tie rods of automotive steering system. Results of the analysis for assembly and operation condition show that sealing capability is good and the maximum stress on the body is smaller than the tensile strength. An optimal shape of the dust cover is obtained using the Taguchi method to reduce the maximum stress. The maximum stress of the optimal design under the operation condition is reduced by 22 per cent of that of the initial design. Results of the research show that performance evaluation and design of the dust covers can be effectively done using the proposed method.

Fatigue Durability of Cramp Joint at Precast Highway Deck Slabs (프리캐스트 바닥판용 클램프 조인트의 피로내구성)

  • Kim, Yoon Chil
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.12 no.2
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    • pp.156-162
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    • 2008
  • The fatigue durability test using the actual size beam was performed with a cramp joint in order to apply to the highway bridge deck slab. Three types of beam were investigated for durability performance by considering stress conditions in real bridge deck slabs, 1) A beam with major shear force applied at the joint (RC Type) 2) A beam with major bending moments applied at the joint (PSC Type) 3) A beam with the pure shear applied at the joint. The experiment for beams with cramp joints showed that the cramp joint had enough durability for fatigue regardless of the overlaid length of the looped distribution bars under the current design strength level. Moreover, it was clarified that the enough durability for fatigue under the load repetition was achieved by increasing the joint span grater than 1.5D with the consideration of the deformation due to reduction in joint stiffness.

Ultimate Strength Interaction of Steel Tubular T-Joint Subjected to Concurrent Action of Compression and Bending (압축과 휨을 동시에 받는 강관 T조인트 극한강도 상호작용)

  • Kim, Kyung-Sik
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.1
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    • pp.298-303
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    • 2016
  • Owing to the advantages of reduced weight and wind effect, the space-framed towers that consist of vertical and horizontal members of circular hollow tubular sections have been adopted widely for various purposes. It is critical to guarantee the strengths of tubular joints where vertical and horizontal members are connected structurally to make the entire space-framed system behave as a single tower structure. In this study, a strength evaluation was conducted for T-type tubular joints subjected to the concurrent action of compression and bending. Three of the available design codes, i.e., AISC, Eurocode 3, ISO 19902 were investigated and a design equation was suggested for an ultimate strength interaction between the axial force and bending moment based on nonlinear finite element analyses by selecting the slenderness ratios at the joints as major parameters.

Mobility in the Contact Joint of a Mechanism (접촉 조인트에서의 운동자유도)

  • Lee, Jang-Yong
    • Journal of the Korean Society for Precision Engineering
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    • v.24 no.4 s.193
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    • pp.109-114
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    • 2007
  • The mobility (degree of freedom) of mechanisms can be regarded as independent coordinate to define its position. This concept is essential for kinematics, and for designing mechanisms in the practical point of view. Gruebler's equation has been applied to estimate the mobility using number of links and joints of a mechanism. In practical case, there are many types of mechanisms, which transfer motion by direct contact between two links. However, no exact kinematic definition has existed for the joint that the contact takes place in a mechanism. In this paper, a new concept of contact joint is defined and modified Gruebler's equation is suggested to calculate mobility of a mechanism with the joint. This concept would be useful in mechanism design because it will be possible to manage many contact mechanisms with kinematic exactness.