• Computational Structural Engineering
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• v.8 no.2
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• pp.95-102
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• 1995

해양구조물의 피로파괴 형태는 매우 다양하며 설계단계에서 구조요소의 피로수명 예측은 중요하다. 각가지 피로해석 방법에 대해서 연구가 활발히 진행되었으며 접근방법에 대한 논의도 활발한 연구와 함께 진행되었다. 본 논문에서는 피로해석 방법중 스펙트랄 방법과 그 구성요소에 대해서 연구되었으며 간략화된 피로해석 방법이 제시되었고 그 특성이 비교 검토되었다. 두가지 피로해석 방법의 장단점이 조사되었고 관련된 인자인 응력집중계수, 응력폭-수명 관계 곡선 또한 연구되었다. 전형적인 반 잠수식시추선의 브레이싱 부재의 피로수명 예측을 위하여 간략화된 피로해석 방법과 스펙트랄 피로해석 방법이 작용되었으며 이를 통하여 두 방법의 유용성이 확인되었다. 또한 간략화된 피로해석 방법을 이용한 민감도 해석이 수행되었다. 본 논문에서 수행된 피로해석 결과는 스펙트랄 피로해석 방법이 보다 현실적인 피로수명 예측을 할 수 있는 방법이라는 사실을 보여주었다.

• Composites Research
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• v.14 no.3
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• pp.1-9
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• 2001

A new non-destructive fatigue prediction model of the composite laminates is developed. The natural frequencies of fatigue-damaged laminates under extensional loading are related to the fatigue life of the laminates by establishing the equivalent flexural stiffness reduction as a function of the elastic properties of sublaminates. The flexural stiffness is derived by relating the 90-ply elastic modulus reduction, and using the laminate plate theory to the degraded elastic modulus and the intact elastic modulus of other laminates. The natural frequency reduction model, in which the dominant fatigue mode can be identified from the sensitivity scale factors of sublaminate elastic properties, provides natural frequency vs. fatigue cycle curves for the composite laminates. Vibration tests were also conducted on $[{90}_2/0_2]_s$ carbon/epoxy laminates to verify the natural frequency reduction model. Correlations between the predictions of the model and experimental results are good.

• Journal of the KSME
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• v.28 no.2
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• pp.177-180
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• 1988

파괴안전설계를 하기 위하여 파괴역학원칙을 성공적으로 적용시키기 위해서는 주로 믿을 수 있는 크랙성장을 예측하는데 달려있다. 일정크기의 피로하중을 받는 구조물 구성요소의 경우 안전계수로 빈도수와 환경의 영향을 설명할 수 있다면 경험적인 데이터를 바탕으로 하여 그 피로거동은 상당히 쉽게 예상될 수 있다. 그러나 구조물 구성요소가 변화크기의 피로하중을 받는다면, 크랙성장예측을 위한 데이터를 마련하는데는 무엇보다도 그러한 변화크기의 피로하 중상태의 적용모델이 확실히 필요하며, 일어날 수 있는 여러 가지 상황들을 통합할 수 있는 모 델에 입각하여야 한다.

• Proceedings of the KSME Conference
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• 2005.11a
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• pp.141.1-141.1
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• 2005

• Journal of Welding and Joining
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• v.11 no.4
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• pp.112-124
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• 1993

It has been reported that fatigue damage sometimes occurred at the stress concentrated and dynamic loaded structural members of bulk carrier. In this paper, studies on fatigue strength of hull structures are reviewed, and the program for evaluating fatigue strength is developed. And the fatigue crack initiation and propagation on the end part of cargo hold frame of bulk carrier were calculated by FEM stress analysis and the fatigue strength evaluation program. These method can be applied not only to the crack initiation life but also to crack propagation life for the hull structural members at the hull design stage and be effective as the guideline to prevent the crack initiation or to estimate the fatigue strength for repairing of the fatigue damaged structures of real ships.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.33 no.10
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• pp.1151-1157
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• 2009

Nuclear power plants applying for the continued operation over design life are required to address the effects of reactor water environment in fatigue design requirement of the ASME Code. Reactor water environmental effects are generally evaluated by calculating fatigue correction factors on fatigue usage. This paper describes the application for pressurizer surge line of environmental fatigue correction factors and the strain rate impact in the application. From this paper, the environmental fatigue correction factors resulted from the assumption of a step change in temperature are especially compared with those calculated from the data measured during plant startup. As a conclusion of this paper, the design transient conditions applied to the fatigue design may be conservative in case of the environmental fatigue evaluation.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.24 no.5 s.176
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• pp.1288-1296
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• 2000

In this study, fatigue crack behavior between arbitrarily located defects was investigated by experiment. Especially, stress interaction between micro hole defects and fatigue cracking, and fatigue crack initiation life following the variation of location of micro hole defects were considered. In addition, crack initiation position by micro hole stress interaction and the relationship between stress concentration factor and fatigue initiation life are studied in detail.

• The Journal of Korea Institute of Information, Electronics, and Communication Technology
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• v.15 no.6
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• pp.433-439
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• 2022

Muscle fatigue models to predict maximum endurance time (MET) are broadly classified as either 'empirical' or 'theoretical'. Empirical models are based on fitting experimental data and theoretical models on mathematical representations of physiological process. This paper examines the effectiveness of dynamic muscle fatigue model as theoretical model to predict maximum endurance time during forearm isometric contraction. Forty volunteers (20 females, 20 males) are participated in this study. Empirical models (exponential model and power model) and theoretical model (dynamic muscle fatigue model) are used to compare. Mean absolute deviation (MAD), correlation coefficient (r) and intraclass correlation (ICC) are calculated between theoretical model and empirical models. MAD are below 3.5%p, r and ICC are above 0.93 and 0.87, respectively. This results demonstrate that dynamic muscle fatigue model as theoretical model is valid to predict MET.

• Journal of the Korean Society for Railway
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• v.12 no.3
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• pp.396-404
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• 2009

With developing the next generation high speed railway, there need to be plans to make sure of running safety though researchs on the crack and break of rail by rolling contact fatigue. Therefore, this study performed the parametric analysis effecting on the fatigue life of rail using simplified equations. It analyzed the internal stress of rail according to the track quality, train velocity, wheel radius, track stiffness, sleeper space, wheel load. For the more, via the finite element method, it analyzed shear force on the rail head which could be changed by the early length of crack, angle of crack and temperature. As a result, this study continued the main parameter effecting on the fatigue life of rail.

• Journal of Ocean Engineering and Technology
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• v.4 no.2
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• pp.209-209
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• 1990