• 제목/요약/키워드: reference stress approach

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축방향 관통균열이 존재하는 곡관의 한계 하중 및 공학적 J-적분 예측 (Limit Load and Approximate J-Integral Estimates for Axial-Through Wall Cracked Pipe Bend)

  • 송태광;김종성;진태은;김윤재
    • 대한기계학회논문집A
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    • 제31권5호
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    • pp.562-569
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    • 2007
  • This paper presents plastic limit loads and approximate J estimates for axial through-wall cracked pipe bends under internal pressure and in-plane bending. Geometric variables associated with a crack and pipe bend are systematically varied, and three possible crack locations (intrados, extrados and crown) in pipe bends are considered. Based on small strain finite element limit analyses using elastic-perfectly plastic materials, effect of bend and crack geometries on plastic limit loads for axial through-wall cracked pipe bends under internal pressure and in-plane bending are quantified, and closed-form limit solutions are given. Based on proposed limit load solutions, a J estimation scheme for axial through-wall cracked pipe bends under internal pressure and in-plane bending is proposed based on reference stress approach.

Comparative Study of P-T Limit Curves between 1998 ASME and 2017 ASME Code Applied to Typical OPR1000 Reactors

  • Maragia, Joswhite Ondabu;Namgung, Ihn
    • 한국압력기기공학회 논문집
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    • 제15권2호
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    • pp.1-8
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    • 2019
  • The integrity of the Reactor Pressure Vessel (RPV) is affected by the neutrons bombarding the vessel wall leading to embrittlement. This irradiation-induced embrittlement leads to reduction in the fracture toughness of RPV materials. This paper presents a comparative study of typical Optimized Power Reactor (OPR)1000 reactor pressure-temperature (P-T) limit curves using the pre-2006 American Society of Mechanical Engineers (ASME) editions used in the power plant and the current ASME edition of 2010. The current ASME Code utilizes critical reference stress intensity factor based on the lower bound of static, while the Pre-2006 ASME editions are based the critical reference stress intensity factor based on the lower bound of static, dynamic and crack arrest. Model-Based Systems Engineering approach was used to evaluate ASME Code Section XI Appendix G for generating the P-T limit curves. The results obtained from this analysis indicate decrease in conservatism in P-T limit curves constructed using the current 2017 ASME code, which can potentially increase operational flexibility and plant safety. Hence it is recommended to use ASME code edition after 2006 be used in all operating nuclear power plants (NPPs) to establish P-T limit curve.

T-형 및 L-형 배관내 반타원 표면균열에서의 구속상태 (Constraint of Semi-elliptical Surface Cracks in T and L-joints)

  • 이형일
    • 대한기계학회논문집A
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    • 제25권9호
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    • pp.1325-1333
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    • 2001
  • Critical defects in pressure vessels and pipes are generally found in the form of a semi-elliptical surface crack, and the analysis of which is consequently an important problem in engineering fracture mechanics. Furthermore, in addition to the traditional single parameter K or J-integral, the second parameter like T-stress should be measured to quantify the constraint effect. In this work, the validity of the line-spring finite element is investigated by comparing line-spring J-T solutions to the reference 3D finite element J-T solutions. A full 3D-mesh generating program for semi-elliptical surface cracks is employed to provide such reference 3D solutions. Then some structural characteristics of the surface-cracked T and L-joints are studied by mixed mode line-spring finite element. Negative T-stresses observed in T and L-joints indicate the necessity of J-T two parameter approach for analyses of surface-cracked T and L-joints.

직관과 곡관의 경계 용접부에 존재하는 원주방향 표면균열에 대한 탄소성 파괴역학 해석 (Elastic-Plastic Fracture Mechanics Analyses for Circumferential Part-Through Surface Cracks at the Interface Between Elbows and Pipes)

  • 송태광;오창균;김종성;진태은;김윤재
    • 대한기계학회논문집A
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    • 제31권6호
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    • pp.710-717
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    • 2007
  • This paper presents plastic limit loads and approximate J-integral estimates for circumferential part-through surface crack at the interface between elbows and pipes. Based on finite element limit analyses using elastic-perfectly plastic materials, plastic limit moments under in-plane bending are obtained and it is found that they are similar those for circumferential part-through surface cracks in the center of elbow. Based on present FE results, closed-form limit load solutions are proposed. Welds are not explicitly considered and all materials are assumed to be homogeneous. And the method to estimate the elastic-plastic J-integral for circumferential part-through surface cracks at the interface between elbows and straight pipes is proposed based on the reference stress approach, which was compared with corresponding solutions fur straight pipes.

균열된 쉘의 파괴역학해석을 위한 선진유한요소기법 (Advanced Finite Element Technology for Fracture Mechanics Analysis of Cracked Shells)

  • 우광성
    • 전산구조공학
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    • 제4권2호
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    • pp.77-85
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    • 1991
  • 선형탄성파괴역학에서 특히 균열 쉘의 응력집중계수 산정을 위해 p-version 유한요소법에 기초한 선진유한요소기법이 제안되었다. 세가지 균열된 쉘 예제를 통해 응력집중계수 산정은 종래의 h-version 유한요소모델에 비하여 p-version 유한요소 모델이 수렴성과 정확도 면에서 훨씬 더 적합함을 보여주고 있다. 이 기법의 주요 이점은 근사해의 정확도가 요소분할이나 균열선단요소 또는 혼합형 변분원리등의 특별고려가 없이 확보될 수 있다는데 있다.

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응력 특이점을 갖는 필릿 용접구조물의 피로해석을 위한 가상절점법을 이용한 구조응력 계산 기법 고찰 (A Study on the Fatigue Strength Evaluation for Fillet Weldment including Stress Singularity using Structural Stress with Virtual Node Method)

  • 하청인;강성원;김명현;김만수;손상용;허주호
    • Journal of Welding and Joining
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    • 제24권3호
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    • pp.27-33
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    • 2006
  • Structural stress approach is well known as a mesh-size insensitive fatigue assessment method by using finite element analyses. It is, however, difficult to estimate the structural stress (SS) at weld end points due to stress singularities when shell elements are used. In this study, fatigue evaluations with longitudinal load carrying box fillet weldment under out-of-plane bending load have been performed by using virtual node method (VNM) in order to avoid the problem, which is called the weld end effect. Various combinations of virtual node parameters, such as reference point and virtual node locations, are investigated for the estimation of proper structural stress values applying VNM in a systematic manner. The appropriate guidance of virtual node parameter has been offered for the fillet weldment considered in the study. The structural stress values obtained by VNM have also been validated by comparing the result with finite element model including weld bead. Moreover, the fatigue strength of the fillet weldment based on the equivalent structural stress is shown to be consistent with the master S-N curve.

육계 출하 후 관리 (Handling of Harvested Broiler)

  • 김동훈;유영모;조수현;박범영;김용곤;이종문
    • 한국축산식품학회지
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    • 제24권4호
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    • pp.424-432
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    • 2004
  • The handling and transport of broiler birds from farm to the processing factory is known to cause injury and dead. The preslaughter period can be compromised through thermal stress, emotional stress, starvation, dehydration, metabolic exhaustion, trauma to the skin and bone fraction resulting in bruising and dead. This paper focuses on the control points of individual post Harvest stages by reference to recent literature. In catching, the injuries and deads are caused from fracture of bone, skin damage and hipbone dislocation. It can be improved by training the catchers. The primary factor of dead during transportation is from thermal stress. It is related to stocking density, type of crate and vehicle, ventilation and transportation time. Of the factors, the ventilation is very important. The holding place should be built with consideration of protection from the hostile external environment. There were not much progresses in this area, however, many researches are conducting to focus on animal welfare in European Union. Recently, it is rapidly changed in marketing custom from whole carcass to portion cut in Korea. This means the increase of economic loss due to the mishandling at post harvest. The systematic approach is demanded for this area.

확장 유한 요소법(XFEM) J-적분을 이용한 노후 순시선의 균열 성장 수명 예측 (Prediction of Crack Growth Lives of an Aged Korean Coast Guard Patrol Ship based on Extended Finite Element Method(XFEM) J-Integral)

  • 김창식;리춘보;김영훈;정준모
    • 대한조선학회논문집
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    • 제54권4호
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    • pp.335-343
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    • 2017
  • The Newman-Raju formula and contour integral-based finite element analyses(FEAs) have been widely used to assess crack growth rates and residual lives at crack locations in ships or offshore structures, but the Newman-Raju formula is known to be less accurate for the complicated weld details and the conventional FEA-based contour integral approach needs concentrated efforts to construct FEA models. Recently, an extended finite element method(XFEM) has been proposed to reduce those modeling efforts with reliable accuracy. Stress intensity factors(SIFs) from the approaches such as the Newman-Raju formula, conventional FEA-based J-integral, and XFEM-based J-integral were compared for an infinitely long plate with a propagating elliptic crack. It was concluded that the XFEM approach was far reliable in terms of prediction ability of SIFs. Assuming a 25 year-aged coast guard patrol ship had the prescribed cracks at the bracket toes attached to longitudinal stiffeners in way of deck and bottom, SIFs were derived based on the three approaches. To obtain axial tension loads acting on the longitudinal stiffeners, long term hull girder bending moments were assumed to obey Weibull distribution of which two parameters were decided from a reference (DNV, 2014). For the complicated weld details, it was concluded that the XFEM approach could cost-effectively and accurately estimate the crack growth rates and residual lives of ship structures.

변화되는 재료의 기준 물성치에 근거한 매우 큰 변화에 대한 비선형 유한요소의 정식화 (A Nonlinear Finite Element Formulation for Very Large Deformation based on Updated Material Reference Frame)

  • 윤영묵;박문호
    • 대한토목학회논문집
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    • 제12권3호
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    • pp.25-37
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    • 1992
  • 매우 큰 기하학적 변화를 나타낼 수 있는 비선형 유한요소의 정식화 과정을 나타내었다. 유한요소의 구성은 변화되는 재료의 기준 물성치에 근거를 두고 형성하였으므로 매우 큰 변형을 받는 재료의 특성들을 진응력 변형율 시험에 정확히 직접 적용할 수 있도록 하였다. 큰 변형 문제에 대하여 연속체 역학적인 접근방법으로 일관된 공식을 유도하였다. 운동학적인 문제는 변화되는 재료의 물성 기준치가 더욱 더 요구되므로, 물체 평형 방정식을 변화되는 기하학적 좌표로서 또한 형성하였으며, 이에 2차 Piola-Kirchhoff 응력과 변화되는 Largrangian 변형을 텐서들이 사용되었다. 수치해는 명확한 증분적인 수치과정으로 유도하였으며, 수치해의 증명을 위하여 뼈대구조와 평면구조들의 매우 큰 변형에 대한 예제들을 해석하였다. 또한 적절히 취급되는 재료 특성에 대한 중요성을 논증하였다.

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광섬유 격자 센서와 빔 커플러를 사용한 회전중인 블레이드의 변형률 측정 방법 (On-line Strain Measurement of Rotating Blade Using Fiber Bragg Grating Sensors and Beam Coupler)

  • 이인재;이종민;이상배;황요하
    • 한국소음진동공학회논문집
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    • 제16권11호
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    • pp.1172-1178
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    • 2006
  • Measurement of blade strain with sensors directly installed on the blade has one critical issue, how to send the sensor signal to the ground. Strain-gauges have been dominantly used to directly measure stress of a blade and either a slip ring or a telemetry system has to be used to send measured signal to the ground. However, both systems have many inherent problems and sometimes very severe limitations to be practically used. In this paper, new on-line strain monitoring method using. FBG(Fiber Bragg Grating) sensors and a beam coupler is introduced. Measurement of rotor stress using FBG sensors is nothing new, but unlike other system which installs all necessary instruments on the rotor and use telemetry system to send data to the ground, this system makes use of light's unique characteristic - light travels through space. In this new approach, single optical fiber with many FBG sensors is installed on the blade and all other necessary instruments can be installed at ground thereby giving tremendous advantages over slip ring or telemetry system. A reference sensor is also introduced to compensate the beam coupler's transmission loss change due to rotation. The suggested system's good performance is demonstrated with experiments.