• 제목/요약/키워드: joint element

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유연도 영향계수법을 이용한 접촉 결합부의 모델링 (Finite Element Modeling of Contact Joints by Flexibility Influence Coefficient)

  • 오제택;조성욱;이규봉
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2003년도 춘계학술대회 논문집
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    • pp.814-819
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    • 2003
  • Machine tool design concepts have evolved towards high efficiency, accurate precision. high structural integrity, and multi-functional systems. Like many other structures, machine tools are also composed of many parts. When these parts are assembled, many kinds of joints are used. In the finite element analysis of these assembled structures, most joints are commonly considered as rigid joints. But, to get the more accurate solution, we need to model these joints in a appropriate manner. In this study, rational dynamic modeling and analysis method for complex structures are studied with special attention to slide way joints. For modeling of slide way joints, a general modeling technique is used by influence coefficients method which is applied to the conversion of detailed finite element model to the equivalent reduced joint model. The theoretical part of this method is illustrated and the method is applied to the structure with slide way joint. In this method. the non-linearity of the contact surfaces is considered within a proper range and the boundary effect of the joint model can be eliminated. The proposed method was applied to finite element modal analysis of a clamp jointed cantilever beam and slide way joints of the vertical type lathe. The method can also be used to other kinds of joint modeling. The results of these analysis were compared with those of Yoshimura models and rigid joint models. which demonstrated the practical applicability of the proposed method.

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유한요소법을 이용한 인공 고관절의 접촉응력 해석에 관한 연구 (A Study on the Contact Stress Analysis of the Artificial Hip Joint Using Finite Element Method)

  • 김청균;윤종덕
    • 한국윤활학회:학술대회논문집
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    • 한국윤활학회 1996년도 제24회 추계학술대회
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    • pp.189-194
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    • 1996
  • The modern orthopaedics frequently uses the total hip replacement in the artificial hip joint. The wear in this joint requires the re-replacement of the hip joint beacuse it is under the severe load and friction conditions. To solve these problems the previous studies have been mainly focused on the development of the new materials. The research of new material, however, needs much time and effort since it should be experimented for its bio-compatibility, friction, and wear characteristics. To reduce the work, in this study, the finite element analysis is applied to find the new combination of the materials in the total hip replacement which has the excellent contact characteristics. The finite element uses MARC and the 5-node aximetric element. The results show that in case of acetabulum UHMWP has good characteristics, in femoral head, the $Al_2O_3$, and in stem, Ti6Al4V.

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차체 Side Key Section 을 이용한 등가빔 결합부 모델링 및 강성해석 (Equivalent Beam Joint Modeling and Vibration Analysis Using Vehicle Side Key Sections)

  • 성영석;임홍재;김기창
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2006년도 추계학술대회논문집
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    • pp.252-257
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    • 2006
  • Low vibration characteristics of a vehicle are mainly influenced by the local stiffness of the joint structure beam section. The method of substituting equivalent beam element to spring element for the joint is presented. Formation process of the equivalent beam joint modeling is described in terms of key section properties. To get required dynamic characteristics section properties of the equivalent beam element are set to design variables. The study shows that the equivalent beam joint model can be effectively used for low frequency vibration analysis of a vehicle.

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주파수응답함수를 이용한 유한요소모델의 개선 및 결합부 동정 (Updating of Finite Element Model and Joint Identification with Frequency Response Function)

  • 서상훈;지태한;박영필
    • 소음진동
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    • 제7권1호
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    • pp.61-69
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    • 1997
  • Despite of the development in the finite element method, it is difficult to get the finite element model describing the dynamic characteristics of the complex structure exactly. Therefore a number of different methods have been developed in order to update the finite element model of a structure using vibration test data. This paper outlines the basic formulation for the frequency response function based updating method. One important advantage of this method is that the intermediate step of performing an eigensolution extraction is unnecessary. Using simulated experimental data, studies are conducted in the case of 10 DOF discrete system. The solution of noisy and incomplete experimental data is discussed. True measured frequency response function data are used for updating the finite element model of a beam and a plate. Its applicability to the joint identification is also considered.

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요소 응력을 이용한 겹침 용접부의 피로 강도 평가에 관한 연구 (A Study on the Evaluation of Fatigue Strength of Welded Lap Joint with Element Stress Approach)

  • 김현수;신상범;김명현;박동환
    • Journal of Welding and Joining
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    • 제32권1호
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    • pp.61-65
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    • 2014
  • The purpose of this study is to evaluate the applicability of the element stress to establish S-N design curve for the welded lap joint with thin plates below 2mm thickness. In order to do it, the extensive fatigue tests of the welded lap joints with INVAR alloy were performed. With the results, the deign S-N curves for the lap-weld were established by using the reference stresses such as the nominal stress range at the weld throat area, hot spot stress range and element stress range, and compared with regard to the standard deviation. The standard deviation of S-N curves with element stress range was less than that of S-N curves with other reference stresses. In addition, FEA results show the amount of the element stress is less sensitive to mesh size. Based on the results, it can be concluded that the element stress is to be used as the reference stress for the design S-N curves of the welded lap joint.

Seismic behavior of rebar-penetrated joint between GCFST column and RGC beam

  • Li, Guochang;Fang, Chen;An, Yuwei;Zhao, Xing
    • Steel and Composite Structures
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    • 제19권3호
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    • pp.547-567
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    • 2015
  • The paper makes the experimental and finite-element-analysis investigation on the seismic behavior of the rebar-penetrated joint between gangue concrete filled steel tubular column and reinforced gangue concrete beam under low cyclic reversed loading. Two specimens are designed and conducted for the experiment to study the seismic behavior of the rebar-penetrated joint under cyclic loading. Then, finite element analysis models of the rebar-penetrated joint are developed using ABAQUS 6.10 to serve as the complement of the experiment and further analyze the seismic behavior of the rebar-penetrated joint. Finite element analysis models are also verified by the experimental results. Finally, the hysteretic performance, the bearing capacity, the strength degradation, the rigidity degradation, the ductility and the energy dissipation of the rebar-penetrated joint are evaluated in detail to investigate the seismic behavior of the rebar-penetrated joint through experimental results and finite element analysis results. The research demonstrates that the rebar-penetrated joint between gangue concrete filled steel tubular column and reinforced gangue concrete beam, with full and spindle-shaped load-displacement hysteretic curves, shows generally the high ductility and the outstanding energy-dissipation capacity. As a result, the rebar-penetrated joint exhibits the excellent seismic performance and meets the earthquake-resistant requirements of the codes in China. The research provides some references and suggestions for the application of the rebar-penetrated joint in the projects.

불연속암반내 시공되는 터널의 유한요소모델링 (Finite Element Modeling of Tunnels Constructed in Discontinuous Rock Mass)

  • 유충식;김종석;이호;이광명
    • 한국지반공학회논문집
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    • 제15권4호
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    • pp.221-234
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    • 1999
  • 본 논문에서는 불연속암반내 시공되는 터널의 유한요소해석에 있어서 절리요소를 이용한 불연속면의 모델링에 관한 내용을 다루었다. 불연속 암반터널의 모델링이 가능한 유한요소해석 프로그램의 개발을 위해 기존의 유한요소해석 프로그램 GEOFE2D에 불연속면의 모델링이 가능한 절점변위 절리요소를 적용하고 모형실험 및 기존의 상용프로그램과의 비교를 통해 그 타당성을 검증하였다. 또한 검증된 GEOFE2D를 이용하여 불연속면이 터널의 거동에 미치는 영향을 고찰하기 위해 불연속면이 터널을 관통하는 경우에 대한 해석을 수행하고, 그 과정에서 불연속면과 숏크리트 라이닝 교차부에서의 변위 적합조건을 만족시킬 수 있는 불연속면 모델링 기법을 제시하였다. 한편, 해석결과를 분석한 결과 불연속면은 터널 주변의 응력-변형률 상태에 현저한 영향을 미치며, 특히 불연속면이 관통하는 부위에서의 숏크리트 라이닝 축력 및 휨 모멘트가 현저히 증가하는 것으로 나타났다. 따라서, 불연속면을 포함하는 터널의 거동해석시에는 불연속면에 대한 보다 상세한 모델링이 수반되어야 실제 거동에 보다 근접하는 해석결과를 도출시킬 수 있을 것으로 판단된다.

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유한요소해석을 이용한 이형성 고관절의 선반형성술에 대한 생체역학 해석 (Biomechanical Analysis of the Shelf Operation for Dysplastic Hip Joint by Finite Element Analysis)

  • 박원만;김윤혁
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2006년도 춘계학술대회 논문집
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    • pp.519-520
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    • 2006
  • The aim of this study was biomechanical analysis of shelf operation in patients with dysplastic hip joint by finite element contact analysis. Two dimensional CT images were used to construct the finite element models to analyze the contact pressure, and the 3D expansion of the Ninomiya's method was used in the calculation of the resultant force in the hip joint. The surgery recovered the center-edge angles to the normal anatomical range and increased the contact areas in two patients. The maximum contact pressures and von-mises stresses were decreased. The present study provides the biomechanical guideline of optimal surgical parameters to maximize the surgical efficiency and the clinical outcomes in dysplastic hip joint using the shelf operation.

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Experimental and numerical studies on seismic behaviour of exterior beam-column joints

  • Asha, P.;Sundararajan, R.
    • Computers and Concrete
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    • 제13권2호
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    • pp.221-234
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    • 2014
  • A nonlinear finite element analysis using ANSYS is used to evaluate the seismic behavior of reinforced concrete exterior beam-column joints. The behavior of the finite element models under cyclic loading is compared with the experimental results. Two beam-column joint specimens (SH and SHD) with square hoop confinement in joint and throughout the column with detailing as per IS 13920 are studied. The specimen SHD was provided with additional diagonal bars from column to beam to relocate the plastic hinge formation from beam-column interface. The load-displacement relationship, joint shear stress and strain in beam obtained from numerical study showed good agreement with the experimental results. This investigation proves that seismic behaviour of reinforced concrete beam-column joints under reversed cyclic loading can be evaluated successfully using finite element modeling and analysis.

The influence of disc wear on the behavior of the temporomandibular joint: a finite element analysis in a specific case

  • Duarte, Ricardo J.;Ramos, Antonio;Mesnard, Michel
    • Advances in biomechanics and applications
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    • 제1권3호
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    • pp.159-167
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    • 2014
  • The aim of this study was to evaluate the influence of disc thickness on the normal behavior of the temporomandibular joint. Based on a specific patient case, CT scan images showing accentuated wear in the right disc were reconstructed and the geometrical and finite element model of the temporomandibular joint structures (cranium, mandible, articular cartilages and articular discs) was developed. The loads applied in this study were referent to the five most relevant muscular forces acting on the temporomandibular joint during daily tasks such as talking or eating. We observed that the left side structures of the temporomandibular joint (cranium, mandible and articular disc) were the most affected as a consequence of the wear on the opposite articular disc (right side). From these results, it was possible to evaluate the differences in the two sides of the joint and understand how a damaged articular disc influences the behavior of this joint and the possible consequences that can arise without treatment.