• 제목/요약/키워드: 응력법

검색결과 65건 처리시간 0.022초

배관에 존재하는 원주방향 표면균열에 대한 파괴거동 해석 (I) -J-적분 예측식 - (Fracture Behavior Estimation for Circumferential Surface Cracked Pipes (I) - J-Integral Estimation Solution -)

  • 김진수;김윤재;김영진
    • 대한기계학회논문집A
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    • 제26권1호
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    • pp.131-138
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    • 2002
  • This paper provides the fully plastic J solutions for circumferential cracked pipes with inner, semi- elliptical surface cracks, subject to internal pressure and global bending. Solutions are given in the form of two different approaches, the GEF/EPRl approach and the reference stress approach. For the GE/EPRl approach, the plastic influence functions for fully plastic J are tabulated based on extensive 3-D FE calculations using the Ramberg-Osgood (R-O) materials, covering a wide range of pipe and crack geometries. The developed GEf/EPRl-type fully plastic J estimation equations are then re-formulated using the concept of the reference stress approach for wider applications. Based on the FE results, optimized reference load solutions for the definition of the reference stress are found for internal pressure and for global bending. Advantages of the reference stress based approach over the GE/EPRl-type approach are fully discussed. Validation of the proposed reference stress based J estimation equations will be given in Part II, based on 3-D elastic-plastic or elastic creep FE results using typical tensile properties of stainless steels and generalized creep- deformation behaviours.

배관에 존재하는 원주방향 표면균열에 대한 파괴거동 해석 (ll) - 유한요소해석을 통한 검증 - (Fracture Behavior Estimation for Circumferential Surface Cracked Pipes (ll) - Finite Element Validation -)

  • 김진수;김윤재;김영진
    • 대한기계학회논문집A
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    • 제26권1호
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    • pp.139-146
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    • 2002
  • This paper provides validations of the reference stress based J and $C^{*}$ estimations, proposed in Part I, for inner, circumferential surface cracked pipes under internal pressure and global bending against detailed 3-D elastic-plastic and elastic-creep FE results. For this purpose, actual tensile properties of two typical stainless steels (TP304 and TP316) are used for elastic-plastic FE analyses and two realistic creep laws are used for elastic-creep FE analyses. For a total of twenty cases considered in this paper, agreements between the proposed reference stress based J and $C^{*}$ estimations and the FE results are excellent. More important aspect of the proposed estimations is that they can be used to estimate J and $C^{*}$ not only at the deepest point of the surface crack but also at an arbitrary point along the crack front.front.

배관 원주방향 표면균열에 대한 탄소성 파괴 파라미터의 예측 (II) (Engineering Estimation of Elastic-Plastic Fracture Parameter for Circumferential Surface Cracked Pipes: Part II)

  • 김윤재;김진수;김영진;박윤원
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집A
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    • pp.310-315
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    • 2001
  • This paper provides validations of the reference stress based J and $C^*$ estimations, proposed in Part I, for inner, circumferential surface cracked pipes under internal pressure and global bending against detailed 3-D elastic-plastic and elastic-creep FE results. For this purpose, actual tensile properties of two typical stainless steels (TP304 and TP316) are used for elastic-plastic FE analyses and two realistic creep laws are used for elastic-creep FE analyses. For a total of twenty cases considered in this paper, agreements between the proposed reference stress based J and $C^*$ estimations and the FE results are excellent. More important aspect of the proposed estimations is that they can be used to estimate J and $C^*$ not only at the deepest point of the surface crack but also at an arbitrary point along the crack front.

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교량의 내하력 평가 및 농로교의 하중시험 (Load Rating of Bridges and Load Test of Agricultural Slab Bridge)

  • 양승이;김한중;김진성
    • 한국구조물진단유지관리공학회 논문집
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    • 제7권1호
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    • pp.239-249
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    • 2003
  • 20, 30 년 전 시골지역에 건설된 교량들은 과도한 교통량의 증가에 따른 초과하중을 지탱해야한다. 이러한 교량들에 대해서 보수 보강이나, 교량의 교체가 필요하다. 고가의 보수 보강을 피하기 위해는, 현재 교량의 내하력을 정확히 알아야한다. 내하력 평가자들은 교량의 내하력을 평가하기 위해 허용응력법, 강도설계법, 그리고 하중저항계수법등을 사용한다. 본 연구에서는, 내하력 평가방법을 설명하고, 문헌조사를 통해 교량의 하중실험 자료의 이용에 대하여 설명한다. 그리고, 30년전에 시골지역에 건설된 교량에 대해 하중실험을 하였다. 시험자료로 부터, 교량의 교체를 대신한 새로운 보수보강 방법이 제시되었다.

XLPE에서 공간전하가 PD 패턴에 미치는 영향 (Effect of Space Charge on the PD Pattern in XLPE)

  • 황보승;심재위;이진종;이동영;박대희
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2001년도 춘계학술대회 논문집 유기절연재료 전자세라믹 방전플라즈마 연구회
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    • pp.96-100
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    • 2001
  • We have measured the space charge distribution and PD patterns simultaneously in XLPE under AC voltages by modified PEA method in order to investigate the effect of space charge on PD patterns in XLPE with air-gap. From the experimental results, we found that the dynamic space charge accumulated on the surface of XLPE due to the PD dominantly affects the PD pattern in the dielectric-barrier structure and governs the voltage across the air-gap. Moreover, the space charge formed by applying DC voltage still remained after applying AC voltage, which means that the space charge formed during DC strength test is likely to be fatal to the long-time AC insulating characteristics of HV equipments. On the other hand, the PD patterns was much influenced by the pre-formed space charge by DC application. Therefore, it is possible to detect the effects of space charge by monitoring the infinitesimal change of PD patterns before and after DC strength.

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고분자 절연 재료에서 부분방전에 의한 열화가 공간전하 축적에 미치는 현상 (Effects of PD-induced Degradation on the accumulation of Space Charges in the Polymer Insulation)

  • 신두성;황보승;강지훈;한민구
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1997년도 하계학술대회 논문집 C
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    • pp.1612-1614
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    • 1997
  • 고분자 절연재료의 결함에 의하여 발생하는 부분방전은 고분자 재료의 화학적, 전기적 열화를 가져오며 때로는 전기 트리로 성장하여 재료의 절연파괴에 이르게 하기도 한다. 따라서 부분 방전 현상의 메카니즘 뿐만 아니라 측정법에 대한 많은 연구들이 있었으나 부분방전 열화가 고분자 재료에 미치는 열화과정에 대하여서는 명확한 메카니즘이 보고되지 않았다. 본 논문에서는 부분방전에 의한 고분자 절연재료 내의 공간전하 축적 현상에 대하여 연구하였다. 고분자 재료로는 현재 전력용 케이블에 주로 사용되고 있는 가교 폴리에틸렌(XLPE)를 사용하였으며, 1kHz의 주파수로6kV, 8kV, 10kv 및 11kV로 수시간 부분방전을 발생시킨 후 펄스정전응력법(PEA)으로 공간전하를 측정하였다. 실험결과 부분방전에 의하여 고분자 재료 내에 이종공간전하의 주입이 확인되었으며 따라서 부분방전에 의하여 고분자 재료가 열화되며 이러한 열화에 의한 전자의 방출율의 변화와 같은 고분자 표면의 상태 변화에 의하여 부분방전의 패턴에 지배적인 영향을 미친다. 이러한 공간전하의 축적에 의하여 부분방전 현상에 미치는 영향은 추후 보고할 예정이다.

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복합하중이 작용하는 국부감육배관 평가법 개발 (Development of Assessment Methodology for Locally Wall-Thinned Pipe Under Combined Loading)

  • 심도준;김윤재;김영진;박치용
    • 대한기계학회논문집A
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    • 제29권10호
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    • pp.1399-1406
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    • 2005
  • Recently authors have proposed a new method to estimate failure strength of a pipe with local wall thinning subject to either internal pressure or global bending. The proposed method was based on the equivalent stress averaged over the minimum ligament in the locally wall thinned region, and the simple scheme to estimate the equivalent stress in the minimum ligament was proposed, based on the reference stress concept. This paper extends the new method to combined internal pressure and global bending. The proposed method is validated against FE results for various geometries of local wall thinning under combined loading. The effect of internal pressure is also investigated in the present study. Comparison of maximum moments, predicted according to the proposed method, with published full-scale pipe test data fur locally wall-thinned pipes under combined internal pressure and global bending, shows good agreement.

노치응력법에 의한 용접 연결부 피로수명 추정에 관한 연구 (Estimation Fatigue Life of Weldments by Notch Stress Approaches)

  • 양박달치;송준규
    • 한국해양공학회지
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    • 제25권5호
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    • pp.47-51
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    • 2011
  • This paper analyzes the fatigue-life of welded joints using the notch stress approach. In the notch stress approach, the notch effects are usually approximated by introducing weld-bead parameters for the local detailed weld joints. The actual bead shape is complex and 3-dimensional. It may also greatly influence the fatigue strength. In this study, the welded shape was modeled using a 3D-scanner. The critical distance method was adopted in the evaluation of the fatigue effective notch stress for the weldments. Fatigue life tests were performed to verify the present method of fatigue life estimation for two types of welded plates with longitudinal attachments. The estimated results of the present methods were applied to the results of the experiment. The results of the analysis showed that the scatter of fatigue-life for the experimental data expressed in the nominal stress was significantly reduced by applying the effective fatigue stress of the present study.

고강도강 맞대기 용접 시험편의 루트갭 변경에 따른 피로강도 평가 (Fatigue Assessment of High Strength Steel with Butt Welded Joints for the Root Gap Difference)

  • 김호정;강성원;김명현
    • 대한조선학회논문집
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    • 제48권1호
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    • pp.56-61
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    • 2011
  • In this study, a series of fatigue tests was conducted to evaluate fatigue strength for the root gap difference with high strength steel with butt welded joints. A finite element analysis using effective notch stress method was also performed to compare effective notch factors each other with butt welded specimens made by copper backing. The results of fatigue tests were classified according to the root gap difference. Fatigue life of butt welded specimens is presented for determining the root gap of high strength steel with butt welded joints in terms of fatigue strength. Then effective notch stress was applied to interpret fatigue strength of butt welded specimen model which is reflected actual measured dimensions. As a result, fatigue strength of high strength steel with butt welded specimens is increased by root gap gets longer in length.

전류가 관통하는 원통형 자성체에 미치는 전자기력식의 통일성에 대한 고찰 (An Observation of Unified Force Expression in The Cylindrical Magnetic Material with a Vertical Current Running Through Its Center)

  • 최홍순
    • 한국자기학회지
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    • 제21권5호
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    • pp.174-179
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    • 2011
  • 지금까지 자성체에 미치는 전자기력을 계산하기 위해서는, 맥스웰 응력법, 가상변위법, 자하법, 자화전류법등이 널리 사용되어 왔으며, 이들은 자성체 덩어리 전체에 미치는 전자기력을 계산하는 데 있어 모두 정당한 결과를 가져온다고 보고 있다. 그러나 전자기력 밀도식의 완전한 형태에 대해서는 아직 까지도 논란이 있으며, 각 방법에 의한 표면 전자기력 밀도는 식과 수치해석 모두 다른 결과를 보인다. 본 연구는 전자기력밀도를 체적력으로 국한하여 가상공극법을 적용하였을 때, 모두 같은 형태의 식으로 도출이 됨을 해석식이 존재하는 모델을 통하여 보여준다. 즉, 가상공극 개념을 적용할 경우, 체적력 전자기력 밀도식의 통일 가능성을 보여 주는 것이다.