• 제목/요약/키워드: failure stress

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압유배관의 절손 원인 규명과 과도진동 (Failure of Hydraulic Oil Pipe and Transient Vibration)

  • 김연환;이영신;구재량;김희수;배용채;이현
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 추계학술대회
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    • pp.1268-1273
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    • 2003
  • This paper presents a case history of piping failures on power plant. The root cause of the failure was defined to set the optimal countermeasures. The failure comes from transient vibration and the 1st stress increased at the hydraulic oil supply system of control valves for high pressure steam turbine.

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Scale 파괴거동 측정 및 해석 (Analysis and Measurement on Failure Behavior off Scales by Acoustic Emission Method)

  • 최진원
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2005년도 추계학술대회 논문집
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    • pp.330-331
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    • 2005
  • It was found possible to evaluate the temperature at which major scale failure takes place during cooling by installing a most modem acoustic emission(AE) analytical system. Ultra low carbon steel and low carbon steels containing a few minor alloying elements were oxidized in air at 900, 1050 and $1200^{\circ}C$ for 20 min, and then cooled in vacuum at 30, 70 and $110^{\circ}C/min$. The significance of the present research is the evaluation of the spallation temperature and thus the calculation of apparent thermal stress for scale spallation using the difference between oxidation temperature and spallation temperature. They were assessed as 0.22 to 0.68, 0.45 to 1.80, and 0.65 to 1.95 GPa for oxidation at 900, 1050 and $1200^{\circ}C$, respectively.

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접착영역모델을 이용한 클린칭 접합부의 해석 모델 설계 및 적용 (Analysis and Application of Mechanical Clinched Joint Using Cohesive Zone Model)

  • 황빛나;이찬주;이선봉;김병민
    • 소성∙가공
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    • 제19권4호
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    • pp.217-223
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    • 2010
  • The objective of this study is to propose the FE model for mechanical clinched joint using cohesive zone model to analyze its failure behavior under impact loading. Cohesive zone model (CZM) is two-parameter failure criteria approach, which could describe the failure behavior of joint using critical stress and fracture toughness. In this study, the relationship between failure behavior of mechanical clinched joint and fracture parameters is investigated by FE analysis with CZM. Using this relationship, the critical stress and fracture toughness for tensile and shear mode are determined by H-type tensile test and lap shear test, which were made of 5052 aluminum alloy. The fracture parameters were applied to the tophat impact test to evaluate the crashworthiness. Compared penetration depth and energy absorption at the point where 50% of total displacement in result of FE analysis and experiment test for impact test, those has shown similar crashworthiness.

비상체의 고속 충격을 받는 시멘트복합체의 혼입 단섬유에 따른 파괴저감특성 분석 (Analysis of Failure Reduction Properties Cementitious Composites with Reinforced Fiber by Impact of High Velocity Projectile)

  • 전인우;김규용;최경철;김홍섭;김정현;한상휴
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2014년도 추계 학술논문 발표대회
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    • pp.186-187
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    • 2014
  • Flexural stress and fracture energy of fiber reinforced cementitious composites is increased by bridge effect of reinforced fiber, scabbing failure is restrained. Shape, properties of fiber were SF(steel fiber), PA(polyamide), NY(nylon) have effects on flexural stress and fracture energy, impact resistance improve of fiber reinforced cementitious composites. In this study, local failure properties by impact of high velocity projectile was analyzed by mixing 3 types of fiber which have different shape and properties respectively.

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The Interpretation of Separation Mechanism of Ridge-Cut Explosive Bolt Using Software Simulation Program

  • Lee, Y. J.;Kim, D. J.
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2004년도 제22회 춘계학술대회논문집
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    • pp.532-543
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    • 2004
  • The present work have been developed the interpretation processor including the behavior of material failure and the separation phenomena under transient dynamic loading (the operation of explosive bolt) using AUTODYN V4.3, SoildWork 2003 and TrueGrid V2.1 programs. It has been demonstrated that the interpretation in ridge-cut explosive bolt under dynamic loading condition should be necessary to the appropriate failure model and the basic stress of bolt failure is the principal stress. The use of this interpretation processor developing the present work could be extensively helped to design the shape and the amount of explosives in the explosive bolt having a complex geometry. It is also proved that the interpretation processor approach is an accurate and effective analysis technique to evaluate the separation mechanism in explosive bolts.

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중간주응력(中間主應力)이 과압밀점토(過壓密粘土)의 거동(擧動)에 미치는 영향(影響) (Influence of the Intermediate Principal Stress on Behavior of Overconsolidated Clay)

  • 홍원표
    • 대한토목학회논문집
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    • 제8권2호
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    • pp.99-107
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    • 1988
  • 과압밀점토(過壓密粘土)에 대한 일련의 입방형삼축시험(立方型三軸試驗)이 실시되었다. 삼축시험(三軸試驗)은 세 주응력(主應力)을 서로 독립적으로 제어시킬 수 있는 입방체형삼축시험기(立方體型三軸試驗機)를 사용하여 실시되었다. 점토공시체(粘土供試體)로는 현장(現場)에서 직접 채취된 자연시료(自然試料)를 삼축(三軸) chamber 내(內)에서 과압밀비(過壓密比)가 5가 되게 만든 입방체형공시체(立方體型供試體)가 사용되었으며 본연구결과(本硏究結果), 중간주응력(中間主應力)은 과압밀점토(過壓密粘土)의 응력변형률(應力變形率), 비배수강도(非排水强度), 유효강도(有效强度), 유효내부마찰각(有效內部摩擦角) 및 간극압(間隙壓)에 큰 영향을 미치고 있음이 구명(究明)되었다. 중간주응력(中間主應力)이 최소주응력(最小主應力)과 같지 않은 경우의 과압밀점토파괴강도(過壓密粘土破壞强度)는 Mohr-Coulomb 파괴규준(破壞規準)에 의하여 과소평가(過小評價)되나 Lade규준(規準)에 의하여는 대단히 양호하게 산정된다. 또한 과압밀점토(過壓密粘土)의 비배수강도(非排水强度)는 Tresca규준(規準)에 일치하지 않는다.

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압축성 모래의 3차원 전단강도 특성 (Three Dimensional Strength Characterisics of Compressible Sand)

  • 박병기;정진섭;임성철
    • 한국지반공학회지:지반
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    • 제6권3호
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    • pp.65-76
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    • 1990
  • 압축성 모래의 3차원 전단강도 특성을 밝히기 위하여 육면체 시료로 성형하여 세 주응력을 각기 독립 적으로 조절하여 일련의 압밀배수 및 압밀비배수시험을 실시하였다. 그 결과 중간주응력은 파괴강도에 큰 영향을 미치고 있으며 파괴규준은 유효응력 해석을 할 경우 중간주덕력의 영향을 받고있다. 측정된 유효내부마찰각은 중간주응력의 상대적 크기를 나타내는 계수 b(=(o2-o3)/(o1-o3)값이 0인 삼축압축상태에서 최소치가 되고 점진적으로 b값의 증가와 더불어 담가하며 배수, 비배수시험 결과를 동-정팔면체면에 투영하여 얻은 응력으로 조정된 유효내부마찰각은 같은 b값에서 서로 일치하고 있다. 비배수시험에 있어서 전응력으로 해석한 결과는 Tresca의 파괴규준과 잘 일치하고 있다. 정팔면체면에 유효응력으로 표시된 파양면은 배수, 비배수시험결과가 같은 값을 가지고 Lade의 파양규준에 근접함을 보여준다.

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유효거리를 이용한 연소기관 노치부의 파손기준 해석 (Analysis of Failure Criterion for Combustion Pipe with Notch using Effective Distance)

  • 김덕회;김재훈;문순일
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 춘계학술대회
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    • pp.1-6
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    • 2004
  • In this study, the intrinsic static/dynamic fracture toughness of Al 7175=T74 is evaluated from the apparent static/ dynamic toughness of notched specimen, The critical average stress fracture model is suggested to establish the relationship to predict the intrinsic fracture toughness from the apparent fracture toughness of a notched specimen. The critical average stress fracture model is established using the relation between the notch root radius and the effective distance calculated by finite element analysis. Also, effective distance is applied to estimate the failure criterion for the combustion pipe with notch. It is conclude that the true fracture toughness can be estimated from test results of apparent fracture toughness measured by using a notched specimen. Also, the effective In this study, the intrinsic static/dynamic fracture toughness of Al 7175=T74 is evaluated from the apparent static/ dynamic toughness of notched specimen, The critical average stress fracture model is suggested to establish the relationship to predict the intrinsic fracture toughness from the apparent fracture toughness of a notched specimen. The critical average stress fracture model is established using the relation between the notch root radius and the effective distance calculated by finite element analysis. Also, effective distance is applied to estimate the failure criterion for the combustion pipe with notch. It is conclude that the true fracture toughness can be estimated from test results of apparent fracture toughness measured by using a notched specimen. Also, the effective distance can be used to evaluate the failure criterion of structure with notch.

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Effect of Boundary Conditions of Failure Pressure Models on Reliability Estimation of Buried Pipelines

  • Lee, Ouk-Sub;Pyun, Jang-Sik;Kim, Dong-Hyeok
    • International Journal of Precision Engineering and Manufacturing
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    • 제4권6호
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    • pp.12-19
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    • 2003
  • This paper presents the effect of boundary conditions in various failure pressure models published for the estimation of failure pressure. Furthermore, this approach is extended to the failure prediction with the aid of a failure probability model. The first order Taylor series expansion of the limit state function is used in order to estimate the probability of failure associated with each corrosion defect in buried pipelines for long exposure period with unit of years. A failure probability model based on the von-Mises failure criterion is adapted. The log-normal and standard normal probability functions for varying random variables are adapted. The effects of random variables such as defect depth, pipe diameter, defect length, fluid pressure, corrosion rate, material yield stress, material ultimate tensile strength and pipe thickness on the failure probability of the buried pipelines are systematically investigated for the corrosion pipeline by using an adapted failure probability model and varying failure pressure model.

조합하중을 받는 Kraft 판지의 강도예측 (Strength Prediction of Kraft Paperboard under Combined Stress)

  • 임원균;정우길
    • 한국전산구조공학회논문집
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    • 제24권1호
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    • pp.17-22
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    • 2011
  • 본 논문에서는 Tsai-Hill기준을 변형하여 조합하중을 받는 이방성재료의 강도를 정확히 예측할 수 있는 새로운 파손기준을 제안하였다. 이 기준의 유효성은 조합하중을 받고 있는 Kraft 판지에 대한 실험결과와 비교하여 나타내었다. 재료축 방향의 전단응력이 주어진 경우, Tsai-Hill기준은 매우 보수적인 결과를 보여주고 있으나, 본 해석에서 제안한 기준은 실험 결과와 잘 일치하고 있다. 또한 Tan-Cheng기준과 비교하여 강도를 더욱 단순하게 해석할 수 있는 능력을 갖고 있다.