• 제목/요약/키워드: Mode of failure

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확률적 피로한도모형하에서 계단형 피로시험의 설계 (Design of the Staircase Fatigue Tests for the Random Fatigue Limit Model)

  • 서순근;박정은;조유희;송서일
    • 품질경영학회지
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    • 제35권3호
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    • pp.107-117
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    • 2007
  • The fatigue has been considered the most failure mode of metal, ceramic, and composite materials. In this paper, numerical experiments to asses the usefulness of two Dixon's methods(small and large samples) and 14 S-N methods on assumptions of lognormal fatigue limit distribution under RFL(Random Fatigue Limit) model are conducted for staircase(or up-and-down) test and compared by MSE(Mean Squared Error) and bias for estimates of mean log-fatigue limit. Also, guidelines for staircase test plans to choose initial stress level and step size are recommended from numerical experiments including sensitivity analyses. In addition, the parametric bootstrap method to construct a confidence interval for the mean of log-fatigue limit by the percentile method using a transition probability matrix of Markov chain is presented and illustrated with an example.

종리브로 보강한 콘크리트충전원형강관기둥-H형강보 접합부의 구조적 거동에 관한 연구 (The Structural Behavior of CFCT Column to H-Beam Connections With Longitudinal Rib of Column at Joint)

  • 강현식;문태섭
    • 한국강구조학회 논문집
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    • 제10권2호통권35호
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    • pp.291-301
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    • 1998
  • 종리브로 보강된 충전형 원형강관에 H형강보를 사용한 접합부 모델실험 결과와 항복선이론 및 수치해석을 이용하여 접합부 국부내력의 추정을 위한 기초 자료를 제시하고 궁극적으로는 원형강관 접합부의 보강법을 연구하여 다이아프램이 없는 콘크리트 충전강관 기둥-H형강보 접합부의 개발을 위한 기초자료를 제시하고자 한다.

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ON THE TREATMENT OF DUCTILE FRACTURE BY THE LOCAL APPROACH CONCEPT IN CONTINUUM DAMAGE MECHANICS : THEORY AND EXAMPLE

  • Kim, Seoung-Jo;Kim, Jin-Hee;Kim, Wie-Dae
    • Journal of Theoretical and Applied Mechanics
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    • 제2권1호
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    • pp.31-50
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    • 1996
  • In this paper, a finite element analysis based on the local approach concept to fracture in the continuum damage mechanics is performed to analyze ductile fracture in two dimensional quasi-static state. First an isotropic damage model based on the generalized concept of effective stress is proposed for structural materials in the context of large deformation. In this model, the stiffness degradation is taken as a measure of damage and so, the fracture phenomenon can be explained as the critical deterioration of stiffness at a material point. The modified Riks' continuation technique is used to solve incremental iterative equations. Crack propagation is achieved by removing critically damaged elements. The mesh size sensitivity analysis and the simulation of the well known shearing mode failure in plane strain state are carried out to verify the present formulation. As numerical examples, an edge cracked plate and the specimen with a circular hole under plane stress are taken. Load-displacement curves and successively fractured shapes are shown. From the results, it can be concluded that the proposed model based on the local approach concept in the continuum damage mechanics may be stated as a reasonable tool to explain ductile fracture initiation and crack propagation.

기하학적 초기결함을 갖는 원통형 쉘의 탄성 좌굴신뢰성 해석 (Elastic Buckling Reliability Analysis of Circular Cylindrical Shell with Random Geometric Initial Imperfection)

  • 양영순;김두기
    • 대한조선학회논문집
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    • 제29권2호
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    • pp.103-114
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    • 1992
  • 본 논문에서는 기하학적 초기결함을 갖는 원통형 쉘이 축방향 압축하중을 받는 경우의 탄성좌굴 신뢰성 해석을 수행하였다. 이를 위하여 Donnell형의 비선형 편미분 방정식으로부터 Galerkin근사법을 사용하여 좌굴모드간의 연성효과를 고려한 불완전한 원통형 쉘의 좌굴하중을 구할 수 있는 다중모드 해석기법을 정식화하였다. 이때 기하학적 초기결함은 축대칭 및 비 축대칭 좌굴모드 형태의 이중급수로 가정하고, 각 급수의 계수는 결합정규분포특성을 갖는 확률변수로 취급하였다. 신뢰성 해석방법으로는 Monte Carlo기법을 사용하였고 초기결함의 통계적 특성의 변화에 따른 좌굴신뢰도의 변화 특성을 살펴보고 실제 경우에 적용하여 그 결과를 검토하였다.

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CURRENT RESEARCH AND DEVELOPMENT ACTIVITIES ON FISSION PRODUCTS AND HYDROGEN RISK AFTER THE ACCIDENT AT FUKUSHIMA DAIICHI NUCLEAR POWER STATION

  • NISHIMURA, TAKESHI;HOSHI, HARUTAKA;HOTTA, AKITOSHI
    • Nuclear Engineering and Technology
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    • 제47권1호
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    • pp.1-10
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    • 2015
  • After the Fukushima Daiichi nuclear power plant (NPP) accident, new regulatory requirements were enforced in July 2013 and a backfit was required for all existing nuclear power plants. It is required to take measures to prevent severe accidents and mitigate their radiological consequences. The Regulatory Standard and Research Department, Secretariat of Nuclear Regulation Authority (S/NRA/R) has been conducting numerical studies and experimental studies on relevant severe accident phenomena and countermeasures. This article highlights fission product (FP) release and hydrogen risk as two major areas. Relevant activities in the S/NRA/R are briefly introduced, as follows: 1. For FP release: Identifying the source terms and leak mechanisms is a key issue from the viewpoint of understanding the progression of accident phenomena and planning effective countermeasures that take into account vulnerabilities of containment under severe accident conditions. To resolve these issues, the activities focus on wet well venting, pool scrubbing, iodine chemistry (in-vessel and ex-vessel), containment failure mode, and treatment of radioactive liquid effluent. 2. For hydrogen risk: because of three incidents of hydrogen explosion in reactor buildings, a comprehensive reinforcement of the hydrogen risk management has been a high priority topic. Therefore, the activities in evaluation methods focus on hydrogen generation, hydrogen distribution, and hydrogen combustion.

탄.소성구성식에 의한 점토지반의 거동해석(II) -2차원 모형지반의 수치해석을 중심으로- (A Behaviour of Clayey Foundation Using Elasto-plastic Constitutive Model -With an Emphasis on the Numerical Analysis of 2-dimensional Model Foundation-)

  • 이윤수;이광동;오재화
    • 한국농공학회지
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    • 제36권1호
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    • pp.83-94
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    • 1994
  • The first part of this study dealt with the determination of soil parameters for Lade's double work-hardening model using the raw data obtained from cubical and cylinderal triaxial tests At present, it should be investigated which test can simulated satisfactorily the behavior of soft clayey foundation. In this regard, plate bearing test on the 2-dimentional model foundation(218cm long, 40cm wide, 19&m high) was performed, and finite element analysis carried out to abtain the behavior of the foundation. Settlement, lateral displacement, displacement vector and mode of failure were measured and these values were compared with numerical values in order to validate the numerical program developed by authors. The FEM technique was based on Christain-Boehmer's method, in which the displacement is obtained at each nodal point while stress and pore water pressure at each element.In this research, Biot's equation, which explains was elahorately the phisical meaning of consolidation, was selected, as a governing equation, coupled with Lade's double surface work-hardening constitutive model.

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축방향철근의 저주파 피로 모델 (Low Cycle Fatigue Model for Longitudinal Reinforcement)

  • 고성현;이재훈
    • 콘크리트학회논문집
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    • 제22권2호
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    • pp.273-282
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    • 2010
  • 이 연구는 기존 모델에 대한 검증 및 국내에서 생산되고 있는 철근이 반복하중을 받는 경우의 파괴특성에 대한 적합한 모델을 제시하는 것을 목적으로 한다. 이 논문은 철근콘크리트 하부구조(파일과 교각)에 배근된 축방향철근에 대한 저주파 피로 거동에 대한 모델링을 다루었고, 전체 81개의 저주파 피로 실험 데이터에 기초하여 저주파 피로 모델을 제안하였다. 제안된 저주파 피로 모델을 적용하여 비선형해석 프로그램을 개발하였고 원형 기둥 실험체에 대한 6개의 실험 결과를 대상으로 비선형 해석을 적용하고 제안모델의 정확성을 평가하였다.

Flat-Hat 스티프너를 가진 데크플레이트의 단면 성능에 관한 연구 (Study on Section Properties of Deckplates with Flat-Hat Stiffners)

  • 주기수;박성무
    • 한국공간구조학회논문집
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    • 제4권1호
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    • pp.77-86
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    • 2004
  • 시공시 콘크리트의 하중은 받는 데크플레이트의 지지능력은 압축부분 플랜지에서 좌굴에 의해서 결정되어 진다. 얇은 철판 데크플레이트의 압축플랜지에서 중간스티프너의 크기와 위치는 플랜지의 좌굴모드에 강한 영향을 발휘한다. 높은 강도 철판으로 구성된 시험체 단면은 다양한 좌굴모드를 유도하기 위하여 작은 것에서 큰 스티프너에 걸쳐 압축플랜지에 만들어 졌다. ABAQUS 프로그램 해석은 좌굴모드를 지배하는 중간스티프너의 효과를 결정하기 위하여 수행되었다. 각 실험체 시리즈는 단순보로 순수휨이 적용되었다. 실험결과 소성파괴 메카니즘을 통하여 극한파괴에 앞서 다양한 좌굴형상이 나타났다. 실험으로 결정되어진 좌굴응력은 ABAQUS해석으로 얻어진 해석결과와 각국의 규준값들과 비교하기 위하여 사용되었다.

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수소 충전소에 대한 정량적 안전성 평가 (Quantitative Safety Assessment for Hydrogen Station)

  • 성대현;이광원;김태훈;오동석;오영달;서두현;김영규;김은정
    • 한국안전학회지
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    • 제27권3호
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    • pp.111-116
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    • 2012
  • This study is about the quantitative safety assessment of hydrogen station in Korea operating with on-site type. This was written by background information that before qualitative safety assessment to write. For the qualitative safety assessment method, the study used FMEA(failure mode & effect analysis) and HAZOP(hazard & operability), and adopted the FTA(fault tree analysis) as the quantitative safety assessment method. To write the FTA, we wrote FT by Top event that hydrogen leakage can be called most serious accident of hydrogen station. Each base event collect reliability data by reliability data handbook, THERP-HRA and estimation of the engineering. Assessment looked at the high frequency and the possible risk through Gate, Importance, m.cutsets analysis.

FMEA 기법을 활용한 크레인 관련 중대 재해의 정량적 분석에 관한 연구 (A Quantitative Analysis of Fatal Accidents Related to Cranes Using the FMEA Method)

  • 김홍현;이강
    • 한국건축시공학회지
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    • 제7권3호
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    • pp.115-122
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    • 2007
  • As buildings become higher, larger, and more complex, safety issues for construction workers working at such environments become more important. We analyzed 83 critical accident cases reported to the KOSHA(Korea Occupational Safety & Health Agency) for construction cranes by types of cranes and by patterns of accidents and causes. There are more number of accidents related to mobile cranes than that related to tower cranes, but the numbers of dead were similar in both cases. The most dominant cause of crane accidents was "fall of materials". We also analyzed the cases of crane accidents using the FMEA(Failure Mode and Effect Analysis) in order to set up a priority for safety management and also to prioritize research and development items relating tower cranes. In the process, we tried to eliminate subjective indexes such as an expert group survey and use objective and quantitative indexes. As a result, it was found that critical crane accidents occurs most during the "lifting and translating" activity.