• 한국추진공학회지
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• 제16권5호
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• pp.67-73
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• 2012

고충전 탄성중합체 균열선단에서의 파괴기구를 분석하였으며, 스트립 항복 모델 및 내재결함 모델이 적용되었다. 두 가지 모델의 수정으로부터 고충전 탄성중합체에 대한 파손평가선도의 작성방법이 연구되었다. 고체로켓연료로 사용되는 고충전 탄성중합체의 인장시험 및 파괴인성시험을 수행하였으며, 시험결과로부터 파손평가선도를 작성하였다. 내재결함 모델로부터 작성한 파손평가선도는 스트립 항복 모델로부터 작성한 파손평가선도와의 비교를 위해 정규화되었다. 두 가지 모델로부터 작성한 파손평가 선도를 비교한 결과, 내재결함모델을 이용한 파손평가선도가 스트립항복모델을 이용한 파손평가선도보다 더 보수적으로 파손을 평가하는 것으로 나타났다.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2012년도 제38회 춘계학술대회논문집
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• pp.532-538
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• 2012

고충전 탄성중합체 균열선단에서의 파괴기구를 분석하였으며, 스트립 항복 모델 및 내재결함 모델이 적용되었다. 두 가지 모델의 수정으로부터 고충전 탄성중합체에 대한 파손평가선도의 작성방법이 연구되었다. 고체로켓연료로 사용되는 고충전 탄성중합체의 인장시험 및 파괴인성시험을 수행하였으며, 시험결과로부터 파손평가선도를 작성하였다. 내재결함 모델로부터 작성한 파손평가선도는 스트립 항복 모델로부터 작성한 파손평가선도와의 비교를 위해 정규화되었다. 두 가지 모델로부터 작성한 파손평가선도를 비교한 결과, 내재결함모델을 이용한 파손평가선도가 스트립항복모델을 이용한 파손평가선도보다 더 보수적으로 파손을 평가하는 것으로 나타났다.

• 한국안전학회지
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• 제22권4호
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• pp.7-12
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• 2007

In order to evaluate the integrity of Zr-2.5Nb pressure tubes, probabilistic fracture mechanics(PFM) approach was employed. Failure assessment diagram(FAD), plastic collapses, and critical crack lengths(CCL) were used for evaluating the failure probability as failure criteria. The Kr-FAD as failure assessment diagram was used because fracture of pressure tubes occurred in brittle manner due to hydrogen embrittlement of material by deuterium fluence. The probabilistic integrity evaluation observed AECL procedures and used fracture toughness parameters of EPRI and recently announced theory. In conclusion, the probabilistic approach using the Kr-FAD made it possible to determine major failure criterion in the pressure tube integrity evaluation.

• 한국안전학회지
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• 제20권4호
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• pp.20-28
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• 2005

In this paper, the methodology for the reliability estimation of buried pipeline with longitudinal gouges and dent is presented and the limit state of buried pipeline is formulated by failure assessment diagram(FAD). The reliability of buried pipeline with defects has been estimated by using a theory of failure probability. The failure probability is calculated by using the FORM(first order reliability method) and Monte Carlo simulation. The results out of two procedures have been compared each other. It is found that the FORM and Monte Carlo simulation give similar results for varying boundary conditions and various random variables. Furthermore, it is also recognized that the failure probability increases with increasing of dent depth, gouge depth, gouge length, operating pressure, pipe outside radius and decreasing the wall thickness. And it is found that the analysis by using the failure assessment diagram gives highly conservative results than those by using the theory of failure probability.

• 대한기계학회논문집A
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• 제23권11호
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• pp.2022-2032
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• 1999

In recent years, the subject of remaining life assessment has drawn considerable attention in the power generation industry. In power generation systems a variety of structural components, such as steam pipes, turbine rotors, and superheater headers, typically operate at high temperatures and high pressures. Thus a life prediction methodology accounting for fracture and rupture is increasingly needed for these components. For accurate failure assessment, in addition to the single parameter such as K or J-integral used in traditional fracture mechanics, the second parameter like T-stress describing the constraint is needed. The most critical defects in such structures are generally found in the form of semi-elliptical surface cracks in the welded piping-joints. In this work, selecting the structures of surface-cracked plate and straight pipe, we first perform line-spring finite element modeling, and accompanying elastic-plastic finite element analyses. We then present a framework for including constraint effects (T-stress effects) in the R6 failure assessment diagram approach for fracture assessment.

• 한국가스학회:학술대회논문집
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• 한국가스학회 2003년도 추계학술발표회 논문집
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• pp.37-42
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• 2003

• Journal of Welding and Joining
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• 제19권5호
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• pp.466-473
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• 2001

• Structural Engineering and Mechanics
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• 제32권2호
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• pp.301-320
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• 2009

Damage assessment for buried structures against an internal blast is conducted by considering the soil-structure interaction. The structural element under analysis is assumed to be rigid-plastic and simply-supported at both ends. Shear failure, bending failure and combined failure modes are included based on five possible transverse velocity profiles. The maximum deflections with respect to shear and bending failure are derived respectively by employing proper failure criteria of the structural element. Pressure-Impulse diagrams to assess damage of the buried structures are subsequently developed. Comparisons have been done to evaluate the influences of the soil-structure interaction and the shear-to-bending strength ratio of the structural element. A case study for a buried reinforced concrete structure has been conducted to show the applicability of the proposed damage assessment method.

• 한국산업융합학회 논문집
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• 제9권2호
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• pp.117-122
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• 2006

This paper is to provide some of the analysis procedures of the FAD(Failure Assessment Diagram), which is applied th the safety test of the atomic pressure vessels and other structures. Harrison proposed R-6 Diagram, and Bloom developed the method of DPFAD(Deformation Plasticty Failure Assessment Diagram). Analysis of J-integration of the plastic materials give the failure test curve for the materials with serious work hardening effect. J value was obtained form both FEM(Finite Element Mothod) and the experiment using compact type specimen for J=JIC, and the results were compared. In this study, the results of analysis using DPFAD and the factors affecting DPFAD in Static fatigue and fracture were reviewed. It was shown that the concept of DPFAD can be applied to test the safety of the structures.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2003년도 춘계학술발표대회 개요집
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• pp.105-107
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• 2003