• Structural Engineering and Mechanics
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• 제23권4호
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• pp.353-367
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• 2006

Two full-scale, precast, pretensioned box girders were subjected to shear-dominated loading, one under monotonic loads to failure and the other subjected to one-half million cycles of fatigue loads followed by monotonic ultimate loads. The number of cycles was selected to allow for comparison with previous research. The fatigue loads were applied in combination with occasional overloads. In the present study, fatigue loading reduced the shear capacity by only six percent compared to the capacity under monotonic loading. However, previous research on flexure-dominated girders subjected to the same number of repeated loads showed that fatigue loading changed the mode of failure from flexure to shear/flexure and the girder capacity dropped by 14 percent. The comparison of the measured data with calculated shear capacity from five different theoretical methods showed that the ACI code method, the compression field theory, and the modified compression field theory led to reasonable estimates of the shear strength. The truss model led to an overly conservative estimate of the capacity.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1995년도 추계학술대회 논문집
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• pp.672-675
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• 1995

Because of a sudden growth of the research of fatigue failure, recent machines or structures have been designed by damage tolerance design in many fields. Consequently, it is the most primary factor to clarity the specific character of fatique failure in the design of machines or structures considering reliability. A statistical analysis is required to analyze the outcome of an experiment or a life estimate by reason of that fatigue failure contains lots of random elements. Reliability analysis which has tukenn the place of the existing analyses in the consideration of the uncertainty of a material, is a very efficient way. Even reliability analysis, however, is not a perfect way to analyses the uncertainties of all the materials. This thesis would refer to a newly conceived data analysis that the coefficient of a system could cause the ambiguity of the relationship of an input and output.

• Structural Engineering and Mechanics
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• 제19권3호
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• pp.347-359
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• 2005

This paper attempts to develop the analytical model of estimating the fatigue damage using a linear elastic fracture mechanics method. The stress history on a welding member, when a truck passed over a bridge, was defined as a block loading and the crack closure theory was used. These theories explain the influence of a load on a structure. This study undertook an analysis of the stress range frequency considering both dead load stress and crack opening stress. A probability method applied to stress range frequency distribution and the probability distribution parameters of it was obtained by Maximum likelihood Method and Determinant. Monte Carlo Simulation which generates a probability variants (stress range) output failure block loadings. The probability distribution of failure block loadings was acquired by Maximum likelihood Method and Determinant. This can calculate the fatigue reliability preventing the fatigue failure of a welding member. The failure block loading divided by the average daily truck traffic is a predictive remaining life by a day. Fatigue reliability analysis was carried out for the welding member of the bottom flange of a cross beam and the vertical stiffener of a steel box bridge by the proposed model. Results showed that the primary factor effecting failure time was crack opening stress. It was important to decide the crack opening stress for using the proposed model. Also according to the 50% reliability and 90%, 99.9% failure times were indicated.

• 대한토목학회논문집
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• 제7권2호
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• pp.9-20
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• 1987

아스팔트포장(鋪裝) 공용성(供用性)을 저하(低下)시키는 하나의 원인(原因)으로 피로균열파괴(疲勞龜裂破壞)를 들 수 있다. 본(本) 연구(硏究)에서는 아스팔트혼합물(混合物)의 피로파괴(疲勞破壞)에 미치는 재료특성(材料特性)의 영향(影響)에 대해서 검토(檢討)를 하고 밀입도(密粒度)아스팔트 콘크리트에 대한 반복(反覆)휨변형율제어어시험(變形率制御試驗)을 하여 피로파괴포락선(疲勞破壞包絡線)을 구(求)했다. 다음에 탄성이론(彈性理論)의 결과(結果)와 피로파괴포락선(疲勞破壞包絡線)으로부터 온도(溫度) 아스팔트층(層)두께 하층(下層)의 탄성계수(彈性係數)와 피로파괴회수(疲勞破壞回數)의 관계를 고찰(考察)했다.

• Composites Research
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• 제28권4호
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• pp.182-190
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• 2015

The phenomenological evolution laws of damage can be defined either based on residual life or residual strength. The failure of a specimen can be defined immediately after or before fracture. The former is called in this paper by "failure defined by approach I" and the latter "failure defined by approach II." Usually at failure there is a discontinuity of loading variables and, because of this, damage at failure is discontinuous. Therefore the values of damage at failure by two different approaches are not the same. Based on this idea the sequence effects of the phenomenological evolution law of damage given by $dD/dN=g(D)f({\Phi})$ were studied. Thin-walled graphite/epoxy tubes consisting of four of $[{\pm}45]_s$ laminates were used for the experimental study of sequence effects and the effects of mean stress on fatigue life. It was found that the sequence effects in two step uniaxial fatigue for $[{\pm}45]_s$ graphite/epoxy tubular specimen showed that a high-low block loading sequence was less damaging than a low-high one.

• 대한기계학회논문집A
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• 제29권8호
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• pp.1132-1138
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• 2005

Fatigue life of metal material can be predicted by the use of fracture theory and experimental database. Although prediction of fatigue life of rubber material uses the same way as metal, there are many reasons to make it almost impossible. One of the reasons is that there is not currently used fracture criteria for rubber material beacuse of non-standardization, various way of composition process of rubber and so on. Tearing energy is one of the fracture criteria which can be applied to a rubber. Even if tearing energy relaxes the restriction of rubber composition, it is also not currently used because of complication to apply in. Research material about failure process of rubber and tearing energy was reviewed to define the process of fatigue failure and the applicability of tearing energy in estimation of fatigue life for rubber. Also, 1file element formulation of tearing energy which can be used in FE analysis was developed.

• 한국해양공학회지
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• 제5권2호
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• pp.225-225
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• 1991

• Computers and Concrete
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• 제21권3호
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• pp.291-298
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• 2018

In this study, the flexural fatigue performance of concrete beams made with 100% Coarse Recycled Concrete Aggregates (RCA) and 100% Coarse Natural Aggregates (NA) were statistically commanded. For this purpose, the experimental fatigue test results of earlier researcher were investigated using two parameter Weibull distribution. The shape and scale parameters of Weibull distribution function was evaluated using seven numerical methods namely, Graphical method (GM), Least-Squares (LS) regression of Y on X, Least-Squares (LS) regression of X on Y, Empherical Method of Lysen (EML), Mean Standard Deviation Method (MSDM), Energy Pattern Factor Method (EPFM) and Method of Moments (MOM). The average of Weibull parameters was used to incorporate survival probability into stress (S)-fatigue life (N) relationships. Based on the Weibull theory, as single and double logarithm fatigue equations for RCA and NA under different survival probability were provided. The results revealed that, by considering 0.9 level survival probability, the theoretical stress level corresponding to a fatigue failure number equal to one million cycle, decreases by 8.77% (calculated using single-logarithm fatigue equation) and 6.62% (calculated using double logarithm fatigue equation) in RCA when compared to NA concrete.

• 대한토목학회논문집
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• 제6권4호
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• pp.79-88
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• 1986

본(本) 논문(論文)에서는 크기가 변(變)하는 변동진폭(變動振幅)의 반복하중이 콘크리트구조물(構造物)에 작용(作用)할 경우 피로파괴를 예측할 수 있는 비선형누적손상이론(非線型累積損傷理論)을 제안(提案)하였다. 이를 위하여 콘크리트보에 대한 피로실험이 수행되었으며, 피로하중은 2단계 및 3단계로 크기가 증가하는 경우와 감소하는 경우가 모두 고려되었다. 본(本) 연구(硏究)의 실험결과(實驗結果) 변동진폭(變動振幅)의 반복하중을 받는 콘크리트에 발생하는 누적손상은 피로하중의 크기와 피로하중의 작용순서에 따라 많은 영향을 받는 것으로 나타났으며, 따라서 Palmgren-Miner의 선형손상이론이 콘크리트의 경우 적합하지 않음을 보여주고 있다. 피로하중이 점진적으로 증가하는 경우 Miner의 손상합(損傷合)은 1 보다 크며, 피로하중이 점진적으로 감소하는 경우 이 손상합은 1 보다 작은 것으로 나타났다. 본(本) 논문(論文)에서 제안(提案)된 비선형(非線型) 누적손상이론(累積損傷理論)을 피로하중의 크기와 작용순서의 영향을 고려할 수 있는 보다 진보(進步)된 손상이론으로서, 콘크리트 구조용의 피로해석 및 설계에 있어 하나의 토대가 될 것으로 사료된다.

• 항공우주시스템공학회지
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• 제18권2호
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• pp.12-20
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• 2024

초소형 위성체의 태생적 공간 제약으로 탑재 전장품은 발사진동환경 하 구조건전성 확보를 위한 보강설계 적용에 한계가 존재하며, 피로파괴에 취약한 고집적 소자의 실장으로 고신뢰도의 평가기법이 요구된다. 종래 전장품 구조건전성 평가를 위해 Steinberg 피로파괴 이론이 적용되고 있으나 최근 연구들에서 이론적 한계점들이 보고되고 있다. 본 논문에서는 상기 이론의 한계점을 극복한 임계변형률 이론기반 방법론을 적용하여 초소형 SAR 군집위성 S-STEP(Small SAR Technology Experimental Project)의 X대역 SAR 탑재체 구성품 중 DCU(Digital Control Unit)를 설계하였다. 설계 유효성 검증을 위해 단순화된 모델링 기법을 기반으로 모드 해석, 랜덤 해석을 수행하였다. 적용한 방법론을 기반으로 해석 결과분석 및 안전여유 도출과 발사진동환경시험 전후 기능시험을 통해 최종적으로 전장품의 구조건전성이 확보됨을 입증하였다.