• Title/Summary/Keyword: Finite Differences

검색결과 380건 처리시간 0.022초

텐션 레벨링 공정 최적화를 위한 수식 모델 - Part II : 잔류응력 분포 예측 (A new Model to Optimize the Process Conditions in Tension Leveling - Part II : Prediction of the Residual Stress Distribution)

  • 조용석;황상무
    • 소성∙가공
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    • 제22권7호
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    • pp.377-382
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    • 2013
  • Tension leveling is the process that removes the shape defects such as edge waves and center buckles, which may be formed in the rolled strip. The main purpose of tension leveling is to eliminate the differences in elongation in order to reduce the residual stresses. In this paper, a new approach for the optimization of the process conditions in tension leveling is presented. This new approach is an analytic model that predicts the residual stresses from the strip curvature. The prediction accuracy of the proposed model is examined through comparison with the predictions from a finite element model.

텐션 레벨링 공정 최적화를 위한 수식 모델 - Part I : 곡률 및 압하력 예측 (A new Model to Optimize the Process Conditions in Tension Leveling - Part I : Prediction of the Strip Curvature and the Roll Force)

  • 조용석;황상무
    • 소성∙가공
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    • 제22권7호
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    • pp.371-376
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    • 2013
  • The shape defects such as edge waves and center buckles may be formed in the rolled strip because rolling can easily produce non-homogenous elongation across the strip width. The main purpose of tension leveling is to remove such defects by eliminating the differences in elongation. In this paper, a new approach for the optimization of the process conditions in tension leveling is presented. The approach consists of an analytic model for the prediction of the strip curvature and the force at each roll. The accuracy of the proposed model is examined through comparison with the predictions from a finite element model.

Imperfection sensitivity to elastic buckling of wind loaded open cylindrical tanks

  • Godoy, Luis A.;Flores, Fernando G.
    • Structural Engineering and Mechanics
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    • 제13권5호
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    • pp.533-542
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    • 2002
  • This paper considers the buckling and post-buckling behavior of empty metal storage tanks under wind load. The structures of such tanks may be idealized as cantilever cylindrical shells, and the structural response is investigated using a computational model. The modeling employs a doubly curved finite element based on a theory by Simo and coworkers, which is capable of handling large displacements and plasticity. Buckling results for tanks with four different geometric relations are presented to consider the influence of the ratios between the radius and the height of the shell (R/L), and between the radius and the thickness (R/t). The studies aim to clarify the differences in the shells regarding their imperfection-sensitivity. The results show that thin-walled short tanks, with R/L = 3, display high imperfection sensitivity, while tanks with R/L = 0.5 are almost insensitive to imperfections. Changes in the total potential energy of tanks that would buckle under the same high wind pressures are also considered.

수직벽을 가진 자동차 부품 성형공정의 스프링백 유한요소 해석 (Finite Element Springback Analysis of Vertically-Walled Auto-Body Part)

  • 이두환;윤치상;신철수;조원석;구본영;금영탁
    • 소성∙가공
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    • 제9권6호
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    • pp.574-581
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    • 2000
  • A vertically-walled auto-body part is one of the most difficult stamping parts because of angle change, wall curl, and twisting of the blank after springback as well as fracture and wrinkle. In this study, computational simulations of the vertically-walled auto-body part are carried out focusing on angle change, wall curl, and twisting after springback. Binderwrap blank shape is used in forming analysis for precise initial contacts between punch and blank. An adaptive mesh method is used in springback analysis for precise calculation of bending moments. In springback analysis, the differences of 2 and 3 dimensional analysis are compared and the effects of blank holdig force and friction coefficient are evaluated. In order to verify the validity of simulation results, they are compared with measured ones. The predicted thickness distribution and formed shape are agreed well with those of the measurement. The Predicted springback amount is less than that of the measurement.

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유한요소법을 이용한 심미치관보철의 설계에 따른 치아와 보철물의 응력분산에 관한 연구 (A Finite Element Analysis of Stress Distribution in the Tooth and Crown According to Design of Esthetic Crown)

  • 이명곤;정인성;김지환
    • 대한치과기공학회지
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    • 제21권1호
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    • pp.115-121
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    • 1999
  • This investing was carried out to evaluate the alteration of stress distribution on teeth and esthetic crowns. Analyzing the stress distribution by the two-dimensional finite element methods, a model of lower 1st molar according to the porcelain fused metal crown an the porcelain fused glass ceramic core crown and the all glass ceramic crown. 1. The pattern of stress distribution showed no apparent differences. 2. The greatest von Mises values were concentrated around the central fossa of all esthetic crowns. The greatest Maximum principle value were concentrated around the interface between the base of esthetic crown and the abutment tooth. It was found that the apatite glass ceramic could be applicable for use in dental crown prosthesis.

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비정렬 삼각격자 유한체적법에 의한 비압축성유동 해석 (Finite volume method for incompressible flows with unstructured triangular grids)

  • 김종태;김용모
    • 대한기계학회논문집
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    • 제19권11호
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    • pp.3031-3040
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    • 1995
  • Two-dimensional incompressible Navier-Stokes equations have been solved by the node-centered finite volume method with the unstructured triangular meshes. The pressure-velocity coupling is handled by the artificial compressibility algorithm due to its computational efficiency associated with the hyperbolic nature of the resulting equations. The convective fluxes are obtained by the Roe's flux difference splitting scheme using edge-based connectivities and higher-order differences are achieved by a reconstruction procedure. The time integration is based on an explicit four-stage Runge-Kutta scheme. Numerical procedures with local time stepping and implicit residual smoothing have been implemented to accelerate the convergence for the steady-state solutions. Comparisons with experimental data and other numerical results have proven accuracy and efficiency of the present unstructured approach.

Bolted joints for single-layer structures: numerical analysis of the bending behaviour

  • Lopez-Arancibia, A.;Altuna-Zugasti, A.M.;Aldasoro, H. Aizpurua;Pradera-Mallabiabarrena, A.
    • Structural Engineering and Mechanics
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    • 제56권3호
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    • pp.355-367
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    • 2015
  • This paper deals with a new designed joint system for single-layer spatial structures. As the stability of these structures is greatly influenced by the joint behaviour, the aim of this paper is the characterization of the joint response in bending through Finite Element Method (FEM) analysis using ABAQUS. The behaviour of the joints studied here was influenced by many geometrical factors, such as bolts and plate sizes, distance between bolts and end-plate thickness. The study comprised five models of joints with different values of those parameters. The numerical results were compared to the results of previous experimental tests and the agreement was good enough. The differences between the numerical and experimental initial stiffness are attributed to the simplifications introduced when modelling the bolt threads as well as the presence of residual stresses in the test specimens.

콘크리트 CIP 앵커시스템의 파괴 거동에 관한 연구 (Fracture behavior of Cast-in-place Headed Anchors to Concrete)

  • 박성균;김호섭;윤영수
    • 한국구조물진단유지관리공학회 논문집
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    • 제5권3호
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    • pp.141-152
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    • 2001
  • This paper presents the evaluation of behavior and the prediction of tensile capacity of anchors that can cause a failure of the concrete on the basis of the design for anchorage. Tests of cast-in-place headed anchors, domestically manufactured and installed in uncracked and unreinforced concrete member are conducted to test the effected of embedment length and edge distance. The failure modes and the load-deformation responses of the anchors are discussed and then the concrete failure data are compared with capacities by the two present methods : the 45 degree cone method of ACI 349, 318 and the concrete capacity design (COD) method. Differences between the results by test and by two prediction methods are analyzed Finite Element Method (FEM).

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준 3차원적 연안류 모형 (Quasi-3D Wave-Induced Circulation Model)

  • Lee, Jung-Lyul
    • 한국해안해양공학회지
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    • 제6권4호
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    • pp.459-471
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    • 1994
  • 쇄파작용에 기인한 준 3차원적 연안류 순환 모델의 수치 기법을 제시한다. 지배 방정식은 근사 factorization 기법과 fractional step method를 사용하여 음해법으로 수치해석 되었고 분할된 식은 유한 체적법으로 차분된다. 계산된 3차원적 연안류 패턴의 한 예로서 Gourlay(1974)의 실험자료와 비교하여 간접적으로 모델의 타당성을 검증한다.

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Analytical method to estimate cross-section stress profiles for reactor vessel nozzle corners under internal pressure

  • Oh, Changsik;Lee, Sangmin;Jhung, Myung Jo
    • Nuclear Engineering and Technology
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    • 제54권1호
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    • pp.401-413
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    • 2022
  • This paper provides a simple method by which to estimate the cross-section stress profiles for nozzles designed according to ASME Code Section III. Further, this method validates the effectiveness of earlier work performed by the authors on standard nozzles. The method requires only the geometric information of the pressure vessel and the attached nozzle. A PWR direct vessel injection nozzle, a PWR outlet nozzle, a PWR inlet nozzle and a BWR recirculation outlet nozzle are selected based on their corresponding specific designs, e.g., a varying nozzle radius, a varying nozzle thickness and an outlet nozzle boss. A cross-section stress profile comparison shows that the estimates are in good agreement with the finite element analysis results. Differences in stress intensity factors calculated in accordance with ASME BPVC Section XI Appendix G are discussed. In addition, a change in the dimensions of an alternate nozzle design relative to the standard values is discussed, focusing on the stress concentration factors of the nozzle inside corner.