• Title/Summary/Keyword: 결합부 해석

Search Result 243, Processing Time 0.031 seconds

Effect of Partially Restrained Connections on Seismic Risk Evaluation of Steel Frames (강 뼈대 구조물의 지진위험도 평가에 대한 부분구속 접합부의 영향)

  • 허정원;조효남
    • Journal of the Computational Structural Engineering Institute of Korea
    • /
    • v.14 no.4
    • /
    • pp.537-549
    • /
    • 2001
  • The effect of partially restrained(PR) connections and the uncertainties in them on the reliability of steel frames subjected to seismic loading is addressed. A stochastic finite element method(SFEM) is proposed combining the concepts of the response surface method(RSM), the finite element method(FEM), the first-order reliability method (FORM), and the iterative linear interpolation scheme. The behavior of PR connections is captured using moment-relative rotation curves, and is represented by the four-parameter Richard model. For seismic excitation, the loading, unloading, and reloading behavior at PR connections is modeled using moment-relative rotation curves and the Masing rule. The seismic loading is applied in the time domain for realistic representation. The reliability of steel frames in the presence of PR connections is calculated considering all major sources of nonlinearity. The algorithm is clarified with the help of an example.

  • PDF

Arc Analysis of Extra High Voltage Gas Circuit Breaker (초고압 가스차단부 아크 해석)

  • Lee, B.Y.;Park, K.Y.;Song, K.D.
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
    • /
    • 2000.05a
    • /
    • pp.64-67
    • /
    • 2000
  • 이 논문에서는 대전류 차단과정에 가스차단기의 차단부내에서 발생하는 아크를 해석하기 위한 기법을 기술한다. 차단부내에서 아크 및 아크에 의해 가열된 가스의 흐름을 해석하기 위해 상용의 유동해석 프로그램인 Phoenics를 이용하였다. 이 프로그램에 아크의 방사에 의한 열전달을 고려하기 위해 아크 모델을 사용자 코딩을 이용하여 결합하였다. 또한 아크전류에 의해 발생한 자계와 전류가 유동에 미치는 영향을 포함시켰으며 유동의 난류특성을 Prandtl의 혼합거리모델을 이용하여 모의하였다. 본 논문에서 제안된 아크해 하여 보았다. 시험결과와의 비교가 여의치 않았으나 계산된 결과로부터 제안된 아크해석기법의 활용가 계산을 확인할 수 있었다. 향후 시험결과와의 비교를 실시할 예정이며 본 연구의 최종적인 목표인 SF6 가스차단기의 대전류 차단성능 평가에 적용 가능하도록 프로그램을 수정 보완해 나갈 것이다.

  • PDF

Three Dimensional Stress Analysis of a Dental Implant with Central Cavity (중공을 가지는 치과용 임플란트의 3차원 응력해석)

  • Kim, Jin-Gon;Lee, Jae-Kon
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.12 no.5
    • /
    • pp.2197-2202
    • /
    • 2011
  • In this study, we propose a new short dental implant and investigate its bio-mechanical characteristics by using three dimensional finite element analyses. The proposed dental implant has the central cavity which can be integrated with the core of cancellous bone remained by trepanning drill. We take the Bicon short implant as a reference model for studying the effects according to the shape of cavity. The parametric finite element model using ANSYS APDL has been built to determine which length, diameter and thread of central cavity would be effective to dissipate stress. The reduction of undesirable stress in adjacent bone which can suppress bone defects and the eventual failure of implants. The numerical results shows that the cavity of well-determined shape has the beneficial effects on reducing the bone absorption in cancellous bone.

A Study for Failure Test and Progressive Failure Analysis on Composite Laminates Mechanical Joint (복합재료 적층판 기계적 체결부 파손시험 및 점진적 파손해석에 대한 연구)

  • Kwon, Jeong-Sik;Kim, Jin-Sung;Yang, Yong-Man;Lee, Soo-Yong
    • Journal of the Korean Society for Aeronautical & Space Sciences
    • /
    • v.45 no.1
    • /
    • pp.21-29
    • /
    • 2017
  • In this paper, the total procedure for composite laminate mechanical joint (ASTM D5961 Proc. A, B) from fixture design to test analysis was showed. Composite laminate mechanical joints were analyzed using the FEM(Finite Element Method) and compared to test results. A progressive failure analysis was applied to FEM to analyze the failure behavior of test specimens. Three failure theories - maximum stress, maximum strain, and Tsai-Wu were applied to FEM to predict test failure load. General parameters for composite laminate joints were reviewed and the differences of bearing strength were compared with major parameters.

Bending-Torsional Vibration Characteristics of Large Structures Influenced by Coupling Effects (연성효과에 의한 대형 구조물의 굽힘-비틀림 진동특성)

  • 송창용;손충열;송재영
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
    • /
    • 1995.10a
    • /
    • pp.208-216
    • /
    • 1995
  • 대형선박, 항공기, 초고층 건축물 등은 얇은 박판 형태의 보로 이상화하여 구조 및 진동해석을 수행할 수 있다. 이러한 형태로 이상화한 구조물은 비틀림 강도면에서 매우 취약함을 보이고, 굽힘-비틀림 진동은 단면형상에 따라 연성도가 심화된다. 상하 굽힘 진동은 탄성거동 영역에서 도심과 전단중심이 일치하는 대칭 진동(Symmetric vibration) 현상을 보인다. 그러나, 수평 굽힘 진동은 도심과 전단중심의 차이가 커질수록 즉, 연성도가 높아질수록 비틀림 진동과 복합되어 복잡한 비대칭 진동(Antisymmetric vibration) 현상을 나타낸다. 본 논문에서는 연성효과에 의한 수평 굽힘 진동과 비틀림 진동 현상에 대한 연구를 수행하였고, 진동계산을 위해서 전달행렬법(Transfer Matrix Method)을 사용하였다. 수치계산은 첫번째로, 도심과 전단중심의 차이가 매우 작아 연성도를 무시할 수 있을 정도의 구조물에 대해서 일반적인 수평 굽힘 진동 현상과 비틀림 진동 현상을 연구하였다. 두번째로, 연성도가 매우 심할 경우에 굽힘-비틀림 연성 진동 현상을 Timoshenko 보의 이론과 Vlasov 보의이로네 따라 각각 계산을 수행하였다. 마지막으로, 첫번째와 두번째 구조를 결합한 경우에 대해서 굽힘-비틀림 연성 진동 현상을 연구하였다. 이 경우에 두 구조물의 결합부에서 비틀림 강성과 Warping 강성의 심한 변화로 인한 불연속 경계면이 발생하게 되고 이때의 진동해석을 위해서 보 이론에 기초를 두고 상당히 높은 정확도를 제공하는 Haslum[2] 등과 Pedersen[3]이 제시한 이론을 이용하였다.

  • PDF

Study on Fatigue Characteristics of High-Strength Steel Welds (고장력강 용접부에 대한 내구수명 예측 방법 연구)

  • Chang, Hong Suk;Yoo, Seung Won;Park, Jong Chan
    • Transactions of the Korean Society of Mechanical Engineers A
    • /
    • v.39 no.3
    • /
    • pp.319-325
    • /
    • 2015
  • High-strength steel has replaced mild steel as the material of choice for truck decks or frames, owing to the growing demand for lightweight vehicles. Although studies on the weld fatigue characteristics of mild steel are available, studies on high-strength steels have been seldom conducted. In this study, firstly, we surveyed a chosen number of approaches and selected the Radaj method, which uses the notch factor approach, as the one suitable for evaluating the fatigue life of commercial vehicles. Secondly, we obtained the S-N curves of HARDOX and ATOS60 steel welds, and the F-N curves of the T-weld and overlapped-weld structures. Thirdly, we acquired a general S-N curve of welded structures made of high-strength steel from the F-N curve, using the notch factor approach. Fourthly, we extracted the weld fatigue characteristics of high-strength steel and incorporated the results in the database of a commercial fatigue program. Finally, we compared the results of the fatigue test and the CAE prediction of the example case, which demonstrated sufficiently good agreement.

Subdomain-Based Finite Element Method for Thermomechanical Analysis with Thermal Radiation (열복사를 고려한 열기계학적 해석을 위한 유한요소 부영역 결합법의 적용)

  • Shin Eui-Sup;Jin Ji-Man
    • Transactions of the Korean Society of Mechanical Engineers A
    • /
    • v.30 no.6 s.249
    • /
    • pp.705-712
    • /
    • 2006
  • A finite element method based on the penalized subdomain-interface framework is proposed for fully-coupled, nonlinear thermomechanical analyses with thermal contact anuor radiation boundaries. In the variational formulation, a well-known penalty functional scheme is adopted for connecting subdomains and interfaces that satisfy various continuity requirements. As a logical consequence, the whole domain can be arbitrarily divided into independently-modeled subdomains without considering the conformity of meshes along their interfaces. Since the nonlinearities due to the contact and radiation boundaries can be localized within a few subdomains, the computational efficiency of the present method is greatly increased with appropriate solution algorithms. By solving some numerical problems, these advantageous features are confirmed carefully.

Development of MKDE-ebd for Estimation of Multivariate Probabilistic Distribution Functions (다변량 확률분포함수의 추정을 위한 MKDE-ebd 개발)

  • Kang, Young-Jin;Noh, Yoojeong;Lim, O-Kaung
    • Journal of the Computational Structural Engineering Institute of Korea
    • /
    • v.32 no.1
    • /
    • pp.55-63
    • /
    • 2019
  • In engineering problems, many random variables have correlation, and the correlation of input random variables has a great influence on reliability analysis results of the mechanical systems. However, correlated variables are often treated as independent variables or modeled by specific parametric joint distributions due to difficulty in modeling joint distributions. Especially, when there are insufficient correlated data, it becomes more difficult to correctly model the joint distribution. In this study, multivariate kernel density estimation with bounded data is proposed to estimate various types of joint distributions with highly nonlinearity. Since it combines given data with bounded data, which are generated from confidence intervals of uniform distribution parameters for given data, it is less sensitive to data quality and number of data. Thus, it yields conservative statistical modeling and reliability analysis results, and its performance is verified through statistical simulation and engineering examples.

Non-linear Temperature Dependent Deformation Anaysis of CBGA Package Assembly Using Moir′e Interferometry (모아레 간섭계를 이용한 CBGA 패키지의 비선형 열변형 해석)

  • 주진원;한봉태
    • Journal of the Microelectronics and Packaging Society
    • /
    • v.10 no.4
    • /
    • pp.1-8
    • /
    • 2003
  • Thermo-mechanical behavior of a ceramic ball grid array (CBGA) package assembly are characterized by high sensitive moire interferometry. Moir fringe patterns are recorded and analyzed at various temperatures in a temperature cycle. Thermal-history dependent analyses of global and local deformations are presented, and bending deformation (warpage) of the package and shear strain in the rightmost solder ball are discussed. A significant non-linear global behavior is documented due to stress relaxation at high temperature. Analysis of the solder interconnections reveals that inelastic deformation accumulates on only eutectic solder fillet region at high temperatures.

  • PDF

Analysis of the Variation of Earth Pressures and Pore Pressures on the Interfaces of Taechong Composite Dam. (대청복합댐 접합면에 대한 토압 및 간극수압의 변동분석)

  • 임희대;김상규
    • Geotechnical Engineering
    • /
    • v.4 no.2
    • /
    • pp.33-44
    • /
    • 1988
  • The Taechong Dam completed in 1980 is a composite dam at which a junction was formed partly by butting the core against the end face of the concrete gravity section and partly by the core overlapping the upstream face of the concrete. In order to evaluate the performance of the junction, the interfaces between the concrete dam and core of the embankment dam were well instrumented with total pressure cells and piezometers. A nonlinear incremental finite element analysis simulating its construction behaviour was carried out under plane strain conditions. Material parameters for the core are determined from triaxial tests on the specimens, sampled in the quarry site and compacted to the field dry density at the field moisture content. Material parameters for the filter, transition materials and the rockfill are estimated from literature. When compared with the earth pressures measured at the interfaces, the analytical results show good agreement in the core, however, there are some discrepancy in the shell. A nonlinear model for pore pressure response is used successfully to predict the pore pressures at the interface in the core.

  • PDF