• Composites Research
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• 제16권5호
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• pp.45-53
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• 2003

본 논문에서는 이차 본딩으로 접착된 복합재료-복합재료 Single-Lap 조인트 시편에 대해 인장 시험 및 수치해석을 통해 그 파손 특성을 조사하였다. 시편시험에서는 시험 중에 CCD 카메라 및 AE 센서를 이용해 초기 균열의 발생 및 진전양상에 대한 시험적인 관찰을 수행하였다. 시편에 대해 기하비선형 유한요소해석 및 VCCT(Virtual Crack Closure Technique)기법을 이용해 시편의 거동 및 변형율에너지방출률을 계산하고 세 가지 관찰된 초기 균열 모드에 대해 파손강도를 계산하였다. 인장시험에서 초기 균열은 모서리 계면 균열, 측면 계면 균열 및 층간 분리 균열의 세 가지 형태로 최종 파손의 60∼90% 하중에서 발생하였다. 주된 파손 모드는 접착제 계면 파손(adhesive failure) 및 적층판의 첫 번째 및 두 번째의 층간 분리 파손이었다. 두꺼운 접착제 층을 갖는 시편들은 초기균열이 낮은 하중에서 발생하였지만 균열진전에 대한 저항성 및 파손하중은 높게 나타났다. 층간분리파손은 주로 두꺼운 접착제의 경우에 발생하였다. 세 가지 초기 균열 모드에 대해 변형률에너지방출률은 Mode I의 G값이 Mode II의 G값보다 크게 계산되었다. Mode I 및 전체 G값은 측면 계면 균열, 모서리 계면 균열, 층간분리 균열의 순서로 크게 계산되었다.

• 정보처리학회논문지:소프트웨어 및 데이터공학
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• 제4권1호
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• pp.9-18
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• 2015

소프트웨어 신뢰도 성장 모델은 고장 데이터를 사용해서 소프트웨어 출시일 또는 추가 테스트 노력을 결정하는 데 사용된다. 소프트웨어 신뢰도 성장 모델을 사용할 때 특정 소프트웨어 신뢰도 성장 모델을 모든 소프트웨어에 사용할 수 없는 문제가 있다. 또한 신뢰도를 평가하기 위해 이미 많은 수의 소프트웨어 신뢰도 성장 모델이 제안되었다. 따라서 특정 조건에 맞는 최적의 소프트웨어 신뢰도 성장 모델을 선택하는 것은 중요한 이슈가 되었다. 기존 소프트웨어 신뢰도 성장 모델 선택 방법에서는 수집된 고장 데이터 전체를 사용하고 있다. 그런데 초기에 수집된 고장 데이터는 미래 고장 예측에 영향을 주지 않을 수도 있고 경우에 따라서는 미래 고장 예측 과정에서 왜곡된 결과를 초래할 수도 있다. 이를 해결하기 위해서 이 논문에서는 부분 고장 데이터를 이용하여 적합도 평가를 수행하는 방법에 기반을 둔 소프트웨어 신뢰도 성장 모델 선택 방법을 제안한다. 이 논문에서는 고장 데이터에서 과도하게 불안정한 데이터를 제외한 부분 데이터를 사용한다. 소프트웨어 신뢰도 성장 모델 선택에 사용될 부분 데이터는 전체 고장 데이터와 고장 데이터의 일부를 제외한 부분 고장 데이터의 미래 고장 예측 능력의 비교를 통해서 찾는다. 연구의 타당성을 보이기 위하여 실제 수집된 고장 데이터를 사용해서 전체 데이터를 적용한 경우보다 부분 데이터를 사용한 경우의 미래 고장 예측 능력이 더 정확함을 보인다.

• 한국신뢰성학회:학술대회논문집
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• 한국신뢰성학회 2011년도 춘계학술발표대회 논문집
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• pp.21-26
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• 2011

Initial reliability prediction done by calculation would be more practical if support by evidence from customer usage profile and field failure data to improve the prediction. Thus, the consistency of the design and the product would be practically validated. In this paper, it will address rationale and method to decide on Acceleration Factor (AF) to be used in Accelerated Life Test (ALT) through usage profile and field failure. The case study of tractor transmission is used to demonstrate the method which data obtained from surveys done on farmers, field visits and field failure data from service center. By considering all the elements, it will determine more relevant AF which indicates the real use conditions of the component.

• 한국안전학회지
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• 제15권2호
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• pp.103-110
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• 2000

This paper deal with the stability evaluation and suggestion of progressive failure slope in biotite granite area of Andong. Based on geological site investigation and field test, stability analysis of slope was performed in conjunction with limit equilibrium methods and stereographic projection. Additionally, initial design and construction procedure was critically evaluated. Series of the slope stability analysis reveals the detection of local wedge and plane failure under the current slope condition. It is additionally appeared that a certain synthetic behavior of circle and plane failure exists on the right spot where the overall failure's going in progress. In order to construct more stable slope based on the suitability for the real state of the slope circumstances, this study issues a solution to eliminate the primary factors which cause the instability, by means of the grade of weathering and RMR classification of rock mass.

• 열처리공학회지
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• 제27권4호
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• pp.191-201
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• 2014

The gear was made of SNC815 case-carburized, quench hardened and tempered steel. The gears were failed far earlier than the expected service life used in the industrial site. Causes of the failed gear were analyzed by microstructure observation. By the SEM and micro structure examinations, the damaged surfaces had been weared and failed by fatigue. Through microscope observation on the damaged surface, it was found that the cause of failure was determined by external overloading and the initial stage of the damage was closely related to complex contact fatigue failure. The overload and contact fatigue contributed to the early failure cause.

• 한국항공운항학회지
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• 제27권2호
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• pp.9-15
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• 2019

The initial buckling of thin walled structures does not result in immediate failure. This post buckling capability is used to achieve light weight design, and final failure of thin walled structure is called crippling. To predict the failure load, empirical methods are often used for thin walled structures in design stage. But empirical method accuracy depend on geometry. In this study, experimental, empirical and numerical study of the crippling behavior of I-section beam made of carbon-epoxy are performed. The progressive failure analysis model to simulate the crippling failure is evaluated using the test results. In this study, commercial software LS-DYNA is utilized to compute the collapse load of composite specimen. Six kinds of specimens were tested in axial compression where correlation between analytical and experimental results has performed. From the results, we have partially conclude that the flange width-to-thickness ratio is found to influence the accuracy of empirical and numerical method.

• 대한토목학회논문집
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• 제26권3C호
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• pp.171-180
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• 2006

앵커의 활동억지효과를 조사하기 위하여 일련의 모형실험을 수행하였다. 이를 위하여 앵커가 설치된 사면에 대한 모형실험 장치를 고안하였다. 그리고 모형실험시 각종 계측시스템을 이용하여 사면활동에 따른 앵커의 축력변화를 조사하였다. 모형실험결과 앵커의 면적비를 0.5%로 설치할 경우 네일의 사면활동에 대한 억지효과가 가장 크게 발휘된다. 앵커축력의 초기손실율은 초기인장력의 약 24%로 나타났다. 이는 기존의 현장실험결과(윤중만, 1997)에서 제안된 10%~25%의 범위와 일치함을 알 수 있다. 그리고 앵커의 유효인장력은 초기인장력의 70%에 해당하므로, 앵커의 초기인장력은 설계인장력보다 30%정도 증가하여 설계하여야 할 것이다. 한편, 앵커의 초기인장력이 증가하게 되면 사면지반의 상대밀도가 증가되어 사면은 취성파괴의 거동을 보임을 알 수 있다.

• Nuclear Engineering and Technology
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• 제39권5호
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• pp.591-602
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• 2007

The results of Reactivity-Initiated Accidents (RIA) experiments have been analysed and the main variables affecting the fuel failure propensity identified. Fuel burn-up aggravates the mechanical loading of the cladding, while corrosion, or better the hydrogen absorbed in the cladding as a consequence of corrosion, may under some conditions make the cladding brittle and more susceptible to failure. Experiments point out that corrosion impairs the fuel resistance for RIA transient occurring at cold conditions, whereas there is no evidence of important embrittlement effects at hot conditions, unless the cladding was degraded by oxide spalling. A fuel failure threshold correlation has been derived and compared with experimental data relevant for BWR and PWR fuel. The correlation can be applied to both cold and hot RIA transients, account taken for the lower ductility at cold conditions and for the different initial enthalpy. It can also be used for non-zero power transients, provided that a term accounting for the start-up power is incorporated. The proposed threshold is easy to use and reproduces the results obtained in the CABRI and NSRR tests in a rather satisfactory manner. The behaviour of advanced PWR alloys and of MOX fuel is discussed in light of the correlation predictions. Finally, a probabilistic approach has been developed in order to account for the small scatter of the failure predictions. This approach completes the RIA failure assessment in that after determining a best estimate failure threshold, a failure probability is inferred based on the spreading of data around the calculated best estimate value.

• Steel and Composite Structures
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• 제45권4호
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• pp.605-619
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• 2022

The tensile behavior of the Thread-fixed One-side Bolt (TOB) at high temperatures was studied using the Finite Element Modeling (FEM) to explore the structural responses that could not be measured in tests. The accuracy of the FEM was verified using the test results from the failure mode, load-displacement curve as well as yielding load. Three typical failure modes of TOB connected T-stubs were observed, which were the Flange Yielding (FY), the Bolt Failure (BF) and the Coupling Failure mode (CF). The influence of the flange thickness tb and the temperature θ on the tensile behavior of the T-stub were discussed. The initial stiffness and the yielding load decreased with the increase of the temperature. The T-stubs almost lost their resistance when the temperature exceeded 700℃. The failure modes of T-stubs were mainly decided by the flange thickness, which relates to the anchorage of the hole threads and the bending resistance of flange. The failure mode could also be changed by the high temperature. Design equations in EN 1993-1-8 were modified and verified by the FEM results. The results showed that these equations could predict the failure mode and the yielding load at different temperatures with satisfactory accuracy.

• Steel and Composite Structures
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• 제20권4호
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• pp.833-849
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• 2016

Pre-stressing of existing structures using steel cables, FRP cables or FRP laminates has been successfully tried in the past. Retrofitting of beams using pre-stressed laminates does not utilize the full strength of the FRP due to de-bonding of the laminates before the fibre fracture. In the present study attempt has been made to overcome this problem by replacing the FRP laminates by the FRP sheets. In the present paper the effect of initial damage level and pre-stress level on strength, stiffness, cracking behaviour and failure mode of girders retrofitted using pre-stressed CFRP sheets has been studied. The results indicate that rehabilitation of initially damaged girders by bonding pre-stressed CFRP sheets improves the flexural behaviour of beams appreciably. However, it has been observed that with increase in pre-stressing force the load carrying capacity of the girders increases up to a particular level up to which the mode of failure is fibre fracture. Thereafter, the mode of failure shifts from fibre fracture to de-bonding and there is no appreciable increase in load carrying capacity with further increase in pre-stressing force.