• 제목/요약/키워드: Finite element method analysis

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사각관의 수치 모델링 및 동적 붕괴 해석 (The Numerical Modelling and Dynamic Collapse Analysis of the Rectangular Tube)

  • 강신유;한동철
    • 한국자동차공학회논문집
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    • 제1권2호
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    • pp.42-48
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    • 1993
  • In this paper, dynamic collapse behavior of the rectangular tube under impact loading is anlayzed using nonlinear finite element method of shell element. In case of shell element formulation using corotational element coordinates system, dynamic collapse behavior is analyzed without initial imperfection, and with initial imperfection. This paper reveals that the collapse of a rectangular tue without initial imperfection is caused by an error of transformation of the corotational coordinates system.

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The stress analysis of a shear wall with matrix displacement method

  • Ergun, Mustafa;Ates, Sevket
    • Structural Engineering and Mechanics
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    • 제53권2호
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    • pp.205-226
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    • 2015
  • Finite element method (FEM) is an effective quantitative method to solve complex engineering problems. The basic idea of FEM for a complex problem is to be able to find a solution by reducing the problem made simple. If mathematical tools are inadequate to obtain precise result, even approximate result, FEM is the only method that can be used for structural analyses. In FEM, the domain is divided into a large number of simple, small and interconnected sub-regions called finite elements. FEM has been used commonly for linear and nonlinear analyses of different types of structures to give us accurate results of plane stress and plane strain problems in civil engineering area. In this paper, FEM is used to investigate stress analysis of a shear wall which is subjected to concentrated loads and fundamental principles of stress analysis of the shear wall are presented by using matrix displacement method in this paper. This study is consisting of two parts. In the first part, the shear wall is discretized with constant strain triangular finite elements and stiffness matrix and load vector which is attained from external effects are calculated for each of finite elements using matrix displacement method. As to second part of the study, finite element analysis of the shear wall is made by ANSYS software program. Results obtained in the second part are presented with tables and graphics, also results of each part is compared with each other, so the performance of the matrix displacement method is demonstrated. The solutions obtained by using the proposed method show excellent agreements with the results of ANSYS. The results show that this method is effective and preferable for the stress analysis of shell structures. Further studies should be carried out to be able to prove the efficiency of the matrix displacement method on the solution of plane stress problems using different types of structures.

격자압축법을 이용한 3차원 열간단조공정해석 (3-D Analysis of Hot Forging Processes using the Mesh Compression Method)

  • 홍진태;양동열;이석렬
    • 소성∙가공
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    • 제11권2호
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    • pp.179-186
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    • 2002
  • In the finite element analysis of metal forming Processes using general Lagrangian formulation, element nodes in the mesh move and elements are distorted as the material is deformed. The excessive degeneracy of mesh interrupts finite element analysis and thus increases the error of plastic deformation energy, In this study, a remeshing scheme using so-called mesh compression method is proposed to effectively analyze the flash which is generated usually in hot forging processes. In order to verify the effectiveness of the method, several examples are tested in two-dimensional and three-dimensional problems.

3차원 파워흐름유한요소법을 이용한 인접한 두 실내에서의 진동음향 해석 (Vibro-acoustic Analysis of Adjoined Two Rooms Using 3-D Power Flow Finite Element Method)

  • 김성희;홍석윤;길현권;송지훈
    • 한국소음진동공학회논문집
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    • 제20권1호
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    • pp.74-82
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    • 2010
  • Power flow analysis(PFA) methods have shown many advantages in noise predictions and vibration analysis in medium-to-high frequency ranges. Applying the finite element technique to PFA has produced power flow finite element method(PFFEM) that can be effectively used for analysis of vibration of complicated structures. PFADS(power flow analysis design system) based on PFFEM as the vibration analysis program has been developed for vibration predictions and analysis of coupled structural systems. In this paper, to improve the function of vibro-acoustic coupled analysis in PFADS, the PFFEM has been extended for analysis of the interior noise problems in the vibro-acoustic fully coupled systems. The vibro-acoustic fully coupled PFFEM formulation based on energy coupled relations is extended to structural system model by using appropriate modifications to structural-structural, structural-acoustic and acoustic-acoustic joint matrices. It has been applied to prediction of the interior noise in two room model coupled with panels, and the PFFEM results are compared to those of statistical energy analysis(SEA).

강건 절점위치 유한요소법을 이용한 수중 예인 케이블의 비선형 거동해석 (Nonlinear Analysis of Underwater Towed Cable Using Robust Nodal Position Finite Element Method)

  • 이은택;고광수;안형택;김성일;천승용;김정석;이병희
    • 대한조선학회논문집
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    • 제53권5호
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    • pp.388-399
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    • 2016
  • A motion analysis of an underwater towed cable is a complex task due to its nonlinear nature of the problem. The major source of the nonlinearity of the underwater cable analysis is that the motion of the cable involves large rigid-body motion. This large rigid-body motion makes difficult to use standard displacement-based finite element method. In this paper, the authors apply recently developed nodal position-based finite element method which can deal with the geometric nonlinearity due to the large rigid-body motion. In order to enhance the stability of the large-scale nonlinear cable motion simulation, an efficient time-integration scheme is proposed, namely predictor/multi-corrector Newmark scheme. Three different predictors are introduced, and the best predictor in terms of stability and robustness for impulsive cable motion analysis is proposed. As a result, the nonlinear motion of underwater cable is predicted in a very efficient manner compared to the classical finite element of finite difference methods. The efficacy of the method is demonstrated with several test cases, involving static and dynamic motion of a single cable element, and also under water towed cable composed of multiple cable elements.

CNC 공작기계 스프레쉬 가드의 안전성을 위한 충격 시험에 대한 유한요소법 적용에 관한 연구 (A Study on Application of Finite Element Method to the Impact test for the Safety of the Splash Guard of a CNC Machine Tool)

  • 김태원;최진우
    • 한국생산제조학회지
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    • 제22권5호
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    • pp.782-788
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    • 2013
  • This study addresses the issue of safety of the splash guard of a computer numerical control (CNC) machine tool at the design stage. As an impact test for evaluating safety requirements such as strength under the safety regulation is an expensive and iterative task, it is necessary to develop a new method to minimize the task of the impact test for development of the machine tool. In this study, explicit finite element method was adopted for replacement of the impact test of the splash guard of a machine tool at the design stage. A finite element model was developed for implementing the impact test on an actual vertical CNC lathe and then produced the analysis including plastic strain and deformation to enable the safety of its splash guard to be determined. The analysis results demonstrated that the finite element method can be applied to safety evaluation for design of the splash guard of a CNC machine tool.

유한요소법에 의한 음장해석에 관한 연구 (Analysis of Sound Fields by Finite Element Method)

  • 최석주;귤수수;박병권
    • 한국음향학회지
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    • 제8권5호
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    • pp.51-58
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    • 1989
  • 유한요소법은 일반적으로 변분원리를 이용해 정식화를 하고 있으나, 본 연구에서는 웨이티드 잔차법으로 아주 좋은 근사해를 얻을 수 있다는 Galerkin법에 의해 Helmholtz방정식으로부터 직접 유산요소 정식화하는 방법을 소개하고, 정식화한 수치계산법을 2, 3차원 음장의 고유모드 및 음향방사상태해석에 응용하였다. 또한 수치 계산결과를 확인하기 위하여 간단한 모형을 제작, 실내음향 모드와 음압분포 등의 측정도 병행하였으며 그 결과, 유한요소법에 의한 수치해석결과의 측정치가 잘 맞는 것을 알았다.

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Analytical solution of a contact problem and comparison with the results from FEM

  • Oner, Erdal;Yaylaci, Murat;Birinci, Ahmet
    • Structural Engineering and Mechanics
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    • 제54권4호
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    • pp.607-622
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    • 2015
  • This paper presents a comparative study of analytical method and finite element method (FEM) for analysis of a continuous contact problem. The problem consists of two elastic layers loaded by means of a rigid circular punch and resting on semi-infinite plane. It is assumed that all surfaces are frictionless and only compressive normal tractions can be transmitted through the contact areas. Firstly, analytical solution of the problem is obtained by using theory of elasticity and integral transform techniques. Then, finite element model of the problem is constituted using ANSYS software and the two dimensional analysis of the problem is carried out. The contact stresses under rigid circular punch, the contact areas, normal stresses along the axis of symmetry are obtained for both solutions. The results show that contact stresses and the normal stresses obtained from finite element method (FEM) provide boundary conditions of the problem as well as analytical results. Also, the contact areas obtained from finite element method are very close to results obtained from analytical method; disagree by 0.03-1.61%. Finally, it can be said that there is a good agreement between two methods.

균열을 포함한 계의 mesh 자동분할에 관한 연구 (A Study of Mesh Automatic Generating Method for Cracked Body)

  • Park, S.O.
    • 한국정밀공학회지
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    • 제12권2호
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    • pp.162-172
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    • 1995
  • In this paper new mesh generation method is proposed for crack propagation analysis based on the finite element method. The main tool of the method is the Delaunay Triangulation, Transfinete element mapping, and it allows the setting of the arbitrary crack-growth increment and the arbitrary crack direction. It has the form of a subroutine, and it is easily introduced as a subroutine for any mesh generation method which is based on the blocking method.

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유한요소법을 이용한 보강판의 균열거동해석 (Analysis of Crack Growth in the Stiffened Panels by using Finite Element Method)

  • 이환우;전원석
    • 한국정밀공학회지
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    • 제17권4호
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    • pp.197-202
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    • 2000
  • A simple numerical procedure is presented to determine the stress intensity factors for crack in a stiffened panel subjected to a uniaxial uniform stress normal to the crack. Two types of stiffened panels are analyzed by the finite element method for various values of crack lengths, stiffness ratios, and stiffener spacings. From the finite element solution, the stress intensity factors were determined by using hybrid extrapolation method. Results are presented in graphical forms for upper mentioned parameters.

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