• 제목/요약/키워드: API X65

검색결과 64건 처리시간 0.026초

파괴변형률모델에 기초한 결함이 존재하는 API X65 배관의 연성파괴 해석 (Ductile Failure Analysis of Defective API X65 Pipes Based on Stress-Modified Fracture Strain Criterion)

  • 오창균;백종현;김영표;김우식;김윤재
    • 대한기계학회논문집A
    • /
    • 제30권9호
    • /
    • pp.1086-1093
    • /
    • 2006
  • A local failure criterion for the API X65 steel is applied to predict ductile failure of full-scale API X65 pipes with simulated corrosion and gouge defects under internal pressure. The local failure criterion is the stress-modified fracture strain for the API X65 steel as a function of the stress triaxiality (defined by the ratio of the hydrostatic stress to the effective stress). Based on detailed FE analyses with the proposed local failure criteria, burst pressures of defective pipes are estimated and compared with experimental data. The predicted burst pressures are in good agreement with experimental data. Noting that an assessment equation against the gouge defect is not yet available, parametric study is performed, from which a simple equation is proposed to predict burst pressure fur API X65 pipes with gouge defects.

API X65 강의 연성파괴 해석을 위한 삼축응력 영향을 고려한 파괴변형률 기준 개발 (Development of Stress-Modified Fracture Strain Criterion for Ductile Fracture of API X65 Steel)

  • 오창균;김윤재;박진무;백종현;김우식
    • 대한기계학회논문집A
    • /
    • 제29권12권
    • /
    • pp.1621-1628
    • /
    • 2005
  • This paper presents a stress-modified fracture strain for API X65 steel used for gas pipeline, as a function of stress triaxiality. To determine the stress-modified fracture strain, tension test of bars with four different notch radii, made of API X65 steel, is firstly performed, from which true fracture strains are determined as a function of notch radius. Then detailed elastic-plastic, large strain finite element (FE) analyses are performed to estimate variations of stress triaxiality in the notched bars with load. Combining experimental with FE results provides the true fracture strain as a function of stress triaxiality, which is regarded as a criterion of ductile fracture. Application of the developed stress-modified fracture strain to failure prediction of gas pipes made of API X65 steel with various types of defects is discussed.

API X65 강의 인장 및 굽힘 시편에 대한 유한요소 연성파괴 해석 (Finite Element Ductile Failure Simulations of Tensile and Bend Bars made of API X65 Steels)

  • 오창균;진태은;김윤재
    • 대한기계학회:학술대회논문집
    • /
    • 대한기계학회 2007년도 춘계학술대회A
    • /
    • pp.1696-1701
    • /
    • 2007
  • This paper presents a micro-mechanical model of ductile fracture for the API X65 steel using the Gurson-Tvergaard-Needleman (GTN) model. Experimental tests and FE damage simulations using the GTN model are performed for smooth and notched tensile bars, from which the parameters in the GTN model are calibrated. As application, the developed GTN model is applied to simulate small-sized, single-edge-cracked tensile and bend bars, via three-dimensional FE damage analyses. Comparison of FE damage analysis results with experimental test data shows overall good agreements.

  • PDF

천연가스 수송용 API 5L X65 배관에 대한 소성붕괴해 (Plastic Collapse Solution for API 5L X65 Natural Gas Linepipe)

  • 김우식;심도준;최재붕;백종현
    • 대한기계학회논문집A
    • /
    • 제28권10호
    • /
    • pp.1483-1491
    • /
    • 2004
  • To assess the integrity of the pipeline is the most important problem to be solved first of all for prevention of any fracture accident of the pipeline. As a result of exerting such efforts, a number of plastic collapse assessment equations have been suggested, however, the scope of using or applying such assessment equations has not been exactly defined. In this study, the case that a surface crack existed in the circumferential direction in the external side of the natural gas pipeline and a bending load was applied to the pipeline was analytically identified as the most critical condition, and a plastic collapse assessment equation fur it was suggested. The flow stress of the API X65 linepipe was defined through the experiment conducted on SENT specimens. Also, a local assessing criterion of a 3-dimensional crack behavior considering not only the crack depth but also the crack length was suggested. Finally, a plastic collapse assessment equation for the API X65 linepipe was developed by performing the 3-dimensional finite element analysis.

Effects of Pre-Strains on Failure Assessment Analysis to API 5L X65 Pipeline

  • Baek, Jong-Hyun;Kim, Young-Pyo;Kim, Woo-Sik;Seok, Chang-Sung
    • 비파괴검사학회지
    • /
    • 제29권3호
    • /
    • pp.219-223
    • /
    • 2009
  • This paper prescribed the structural integrity of the API 5L X65 pipeline subjected to tensile pre-strain. The effects of pre-strain on the mechanical properties of API 5L X65 pipe were substantially investigated through a variety of the experimental procedures. Axial tensile pre-strain of 1.5, 5 and 10% was applied to plate-type tensile specimens cut from the pipe body prior to mechanical testing. Tensile test revealed that yield strength and tensile strength were increased with increasing tensile pre-strain. The increasing rate of the yield strength owing to the pre-strain is greater than that of the tensile strength. However, the pre-strain up to 5% had a little effect on the decreasing of the fracture toughness. The structural integrity of the API 5L X65 pipeline subjected to large plastic deformation was evaluated through the fitness-for service code.

두께가 다른 이종배관 용접부 면삭 각도 변화에 따른 하중지지능력 평가 (Load Bearing Capacity of Welded Joints between Dissimilar Pipelines with Unequal Wall Thickness)

  • 백종현;김영표;김우식
    • 대한기계학회논문집A
    • /
    • 제36권9호
    • /
    • pp.961-970
    • /
    • 2012
  • 두께가 다른 이종강도 배관 용접부에서 인장, 내압 및 굽힘응력에 대한 하중지지능력을 평가하였다. 1.22, 1.54 및 1.89의 두께비를 갖는 API X65-API X80, API X42-API X65 및 API X42-API X80 배관 용접부를 유한요소해석을 통하여 하중지지능력을 평가하였다. 이종강도 배관의 두께비가 1.5 이하에서 인장강도와 최대모멘트는 면삭각도 변화에 큰 영향을 받지 않으나 두께비가 1.5 이상에서는 큰 영향을 받는다. 저강도 배관의 길이방향 면삭각도와 두께비 변화에 따라서는 내압에 의한 파열압력은 영향을 받지 않는다.

외압하에서 해저배관의 소성붕괴에 대한 두께 불균일 효과 (Effect of Thickness Eccentricity on Plastic Collapse of Subsea Pipeline under External Pressure)

  • 백종현;김영표;김우식
    • 한국가스학회지
    • /
    • 제15권6호
    • /
    • pp.14-19
    • /
    • 2011
  • 원주 방향의 두께가 불균일한 해저배관에 대한 건전성을 검토하기 위하여 수압에 의한 소성붕괴 저항성을 평가하였다. 본 연구에서는 해저배관에 부가되는 주하중을 수압으로 설정하여 4, 8, 12 및 16%의 두께편차율을 갖는 API 5L X65와 API 5L X80 배관의 소성붕괴압력 변화에 미치는 영향을 유한요소해석을 통하여 평가하였다. 두께 편차율이 증가하면 소성붕괴압력이 감소하며 두께편차율이 동일하면 직경대 두께비가 증가함에 따라 소성붕괴 압력은 감소한다.