• 제목/요약/키워드: Contact 12 Element

검색결과 108건 처리시간 0.025초

회전 및 하중을 받는 타이어의 응력해석에 관한 연구 (A Study on the Finite Element Analysis of Tire under Rolling and Loading Conditions)

  • 황준;남궁석
    • 한국정밀공학회지
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    • 제12권3호
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    • pp.101-109
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    • 1995
  • Axisymmetric and quasi-static finite element analysis of an inflated tire rotating with constant angular velocity and contact to road has been performed. Centrifugal force effect was added to load stiffness matrix and equation of effective material properties were calculated by the Halpin-Tsai formulation. In this report, radial truck/bus tire was analyzed. It was inflated and rotated at speeds up to 140 km/h. Then, contact problem was performed to calculate stress-strain field of tire wiht flat rigid road under the load due to the self-weight of a vehicle. Significant changes of stress-strain field of tire were observed in the finite element analysis. Shear stress, strain and strain energy density were rapidly increased at the dege of #2 belt at freely rotating state. This concentrated stress and strain made belt edge sparation. Under the condition of flat riged road contact, strain energy density of #2 belt, carcass turn-up part were concentrated and bigger values than only freely rotation state. Therefore, dynamic behaivor of tire has to considered as design factors which are affected to belt edge separation and bead breakage.

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강소성 유한요소법을 이용한 링 압연 공정에서의 폭 퍼짐량 및 접촉영역 예측 (Prediction of Spread and Contact Region in Ring Rolling Process Using Rigid- plastic Finite Element Method)

  • 고영수;윤환진;김낙수
    • 대한기계학회논문집A
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    • 제26권12호
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    • pp.2670-2677
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    • 2002
  • The ring rolling process involves three-dimensional non-steady material flow and continuous change of radius and thickness of the ring workpiece. In this study, the deformation analysis and geometric updating algorithm of the ring rolling process were verified by using the three-dimensional rigid-plastic finite element method. Manufacturing processes for plain ring and T-shaped ring were investigated by comparing experiments with simulation results, especially in side spread, load-stroke and pressure distribution, showing a good agreement. It was concluded that the simulation method would be a useful tool for the design of a ring rolling process.

3D Finite element analysis of end - plate steel joints

  • Drosopoulos, G.A.;Stavroulakis, G.E.;Abdalla, K.M.
    • Steel and Composite Structures
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    • 제12권2호
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    • pp.93-115
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    • 2012
  • This paper presents a numerical investigation of the mechanical behaviour of extended end - plate steel connections including comparison with full size experiments. Contact and friction laws have been taken into account with nonlinear, three dimensional finite element analysis. Material and geometric nonlinearities have been implemented to the model, as well. Results are then compared with experimental tests conducted at the Jordan University of Science and Technology. According to the most significant observation of the analysis, a separation of the column flange from the extended end - plate occurs. Other important structural parameters of the connection, like the impact of some column stiffeners on the overall response, local buckling of the column and friction of the beam to column interface, have been examined as well.

Analysis of Drawbead Process by Static-Explicit Finite Element Method

  • Jung, Dong-Won
    • Journal of Mechanical Science and Technology
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    • 제16권12호
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    • pp.1687-1692
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    • 2002
  • The problem analyzed here is a sheet metal forming process which requires a drawbead. The drawbead provides the sheet metal enough tension to be deformed plastically along the punch face and consequently, ensures a proper shape of final products by fixing the sheet to the die. Therefore, the optimum design of drawbead is indispensable in obtaining the desired formability. A static-explicit finite element analysis is carried out to provide a perspective tool for designing the drawbead. The finite element formulation is constructed from static equilibrium equation and takes into account the boundary condition that involves a proper contact condition. The deformation behavior of sheet material is formulated by the elastic-plastic constitutive equation. The finite element formulation has been solved based on an existing method that is called the static-explicit method. The main features of the static-explicit method are first that there is no convergence problem. Second, the problem of contact and friction is easily solved by application of very small time interval. During the analysis of drawbead processes, the strain distribution and the drawing force on drawbead can be analyzed. And the effects of bead shape and number of beads on sheet forming processes were investigated. The results of the static explicit analysis of drawbead processes show no convergence problem and comparatively accurate results even though severe high geometric and contact-friction nonlinearity. Moreover, the computational results of a static-explicit finite element analysis can supply very valuable information for designing the drawbead process in which the defects of final sheet product can be removed.

Analysis of slender structural elements under unilateral contact constraints

  • Silveira, Ricardo Azoubel Da Mota;Goncalves, Paulo Batista
    • Structural Engineering and Mechanics
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    • 제12권1호
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    • pp.35-50
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    • 2001
  • A numerical methodology is presented in this paper for the geometrically non-linear analysis of slender uni-dimensional structural elements under unilateral contact constraints. The finite element method together with an updated Lagrangian formulation is used to study the structural system. The unilateral constraints are imposed by tensionless supports or foundations. At each load step, in order to obtain the contact regions, the equilibrium equations are linearized and the contact problem is treated directly as a minimisation problem with inequality constraints, resulting in a linear complementarity problem (LCP). After the resulting LCP is solved by Lemke's pivoting algorithm, the contact regions are identified and the Newton-Raphson method is used together with path following methods to obtain the new contact forces and equilibrium configurations. The proposed methodology is illustrated by two examples and the results are compared with numerical and experimental results found in literature.

유한요소법을 이용한 혼합구조 접합부의 비선형 해석 (Nonlinear Analysis of the Connections with Reinforced Concrete Column and Steel Beam using Finite Element Method)

  • 홍성헌;류천;이리형
    • 한국전산구조공학회논문집
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    • 제12권3호
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    • pp.363-370
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    • 1999
  • 본 연구에서는 철근콘크리트기둥과 철골보로 이루어진 혼합구조 접합부의 해석에 대한 유한 유소법을 이용한 해석 모델 방법을 제시하였다. 혼합구조 접합부에서 콘크리트와 강판이 접하는 접촉면은 두 접촉면 사이를 부착과 마찰의 개념으로 표현할 수 있는 주-종속 접촉 알고리즘(master-slave contact algorithm)을 이용하여 모델링하였다. 그리고, 휨응력의 지배를 받는 강관에는 비적합 모드 요소를 사용하였다. 본 연구에서의 혼합구조 특징은 보에서 기둥으로 힘의 전달을 원활히 하기 위하여 다이아프램이 사용되었고, 이러한 혼합구조 접합부 모델링 방법에 대한 타당성을 알아보기 위하여 3차원 비선형 해석을 행하여 실험결과와 비교한 결과 잘 일치하는 결과를 얻었다.

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유한요소 열해석의 3차원 불일치격자경계면의 절점 접촉열교환계수 계산 연구 (Study of Computing Nodal Thermal Contact Conductance between 3 Dimensional Unmatched Grid Interfaces for Finite Element Thermal Analysis)

  • 김민기
    • 한국항공우주학회지
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    • 제45권12호
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    • pp.1021-1030
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    • 2017
  • 본 논문은 유한요소 열해석 시 불일치하는 격자 접촉면의 열교환계수를 효과적으로 계산하는 방법에 대해 논의한다. 원래 유한요소해석은 두 경계면 사이의 격자가 일치해야 하는데, 복잡하고 다양한 재질의 형상들의 접촉면을 모두 일치하기 위해서는 많은 수고와 계산량이 소요된다. 본문은 이를 극복하기 위해 서로 다른 두 격자면의 접촉 열교환계수를 각 절점으로 효과적으로 분배하는 새로운 기법을 제안하였다. 제시된 기법의 지향점을 서술하고 이를 위해 격자면의 형상에 의존성이 낮은 절점 가중치 분배 기법을 서술하였다. 그리고 이를 3차원의 곡면 접촉면에도 적용하여 제시한 방법론의 범용성을 확인함으로서 열해석을 포함한 여타 유한요소 해석 기법에도 적용 가능함을 알 수 있다.

Experimental and numerical studies of mono-strand anchorage

  • Marceau, D.;Bastien, J.;Fafard, M.;Chabert, A.
    • Structural Engineering and Mechanics
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    • 제12권2호
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    • pp.119-134
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    • 2001
  • This paper deals with an experimental and numerical study of a mono-strand wedge anchor head mechanism. First, the experimental program is presented and monitored data such as wedge slippage, anchor deflection and strain distributions along external peripheral surfaces of the anchor head are presented and discussed. In accordance with the experimental set up, these data concern only the global behaviour of the mechanism and cannot provide valuable information such as internal stress-strains distributions, stress concentrations and percentage of yielded volume. Therefore, the second part of this paper deals with the development of an efficient numerical finite element model capable of providing mechanism of the core information. The numerical model which includes all kinematics/material/contact non-linearities is first calibrated using experimental data. Subsequently, a numerical study of the anchorage mechanism is performed and its behaviour is compared to the behaviour of a slightly geometrically modified mechanism where the external diameter has been increased by 5 mm. Finally, different topics influencing the anchorage mechanism behaviour are addressed such as lubrication and wedge shape.

유한 요소법에 의한 적층 복합 보의 충격 해석 (Impact analysis of a liminated composite beam by the finite element method)

  • 안국찬;김문생;김규남
    • 대한기계학회논문집
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    • 제12권4호
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    • pp.652-661
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    • 1988
  • 본 연구에서는 이질, 이방성 적층 복합보(beam)의 이론적 충격 응답을 해석하 기 위하여 Sun의 고차 보 유한 요소 이론을 복합 재료 이론과 식(1)~식(3)의 접촉 법 칙을 고려하여 수정하였고, 이 중 충격 접촉력에 관하여는 각각 [90˚/45˚/90˚/-45˚ /90˚]$_{2S}$와[0˚/45˚/0˚/-45˚/0˚]$_{2S}$의 두 적층 형태를 가지는 흑연/에폭 시와 유리/에폭시 복합 재료에 대한 강구(steel ball)에 의한 충격해석을 하여, Yang 의 식에 의한 최대 접촉력과 비교 검토하였고, 다음 변형율 파형을 파동 전파(wave propagation)이론에 의해 비교 검토하므로써 이 수정된 이론의 타당성을 입증하였다.하였다.

치아 응용을 위한 /유리침윤 알루미나 이중 층상구조의 접촉손상 및 파괴 (Contact Damage and Fracture of Poreclain/Glass-Infiltrated Alumina Layer Structure for Dental Application)

  • 정연길;여정구;최성설
    • 한국세라믹학회지
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    • 제35권12호
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    • pp.1257-1265
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    • 1998
  • Hertzian contact tests were used to investigate the evolution of fracturedamage in the coating layer as functions of contact load and coating thickness by studying crack patterns in porcelain on glass-infiltrated alumina bilayer system conceived to simulate the crown structure of a tooth. Cone cracks initiated at the coating top surface without delamination at interface and crack propagation to substrate. Preferentially the cracks made multi-cracks at the coating top surface rather than proceeding to interface. The cracks were highly stabilized with wide ranges between the loads to initiate first cracking and to cause final failure im-plying damage-tolerant capability. Finite element modelling was used to evaluate the stress distribution. Maximum tensile stress were responsible for the cracking at the coating layer and had a profound influence on the crack pattern and fracture damage in the layered structure materials.

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