• 한국신뢰성학회지:신뢰성응용연구
• /
• 제17권3호
• /
• pp.188-196
• /
• 2017

Purpose: The purpose of this research is to determine optimal replacement age using non-informative prior information and Bayesian method. Methods: We propose a novel approach using Bayesian method to determine the optimal replacement age in block replacement policy by defining the prior probability with data on failure time and repair time. The Marcov Chain Monte Carlo simulation is used to investigate the asymptotic distribution of posterior parameters. Results: An optimal replacement age of block replacement policy is determined which minimizes cost and nonoperating time when no information on prior distribution of parameters is given. Conclusion: We find the posterior distribution of parameters when lack of information on prior distribution, so that the optimal replacement age which minimizes the total cost and maximizes the total values is determined.

• Journal of the Korean Wood Science and Technology
• /
• 제49권3호
• /
• pp.274-282
• /
• 2021

Transparent and colorless melamine-urea-formaldehyde (MUF) resins make it difficult to identify the area of wood failure percentage (WFP) in the fracture surface of bonded wood specimens. Therefore, in this study, we develop a method of measuring WFP after the adhesion strength measurement of MUF resins under shear stress. The fractured wood surface of b lock shear strength (BSS) specimens bonded with cold-setting MUF resins at three melamine contents (20%, 30%, and 40%) was marked black, and then, WFP was accurately measured via image analysis. WFP values measured using this method consistently increased with BSS as the melamine content increased, showing the reliability of this new method. The results suggested that this new method is useful and reliable for measuring the WFP of the fracture surface of wood specimens bonded with colorless adhesives such as urea-formaldehyde, MUF, and melamine-formaldehyde resins.

• Geomechanics and Engineering
• /
• 제12권6호
• /
• pp.1021-1046
• /
• 2017

The assessment of slope stability is an essential task in geotechnical engineering. In this paper, a three-dimensional (3D) finite element analysis (FEA) was employed to investigate the performance of different shear pin arrangements to increase the stability of a soil block resting on an inclined plane with a low-interface friction plane. In the numerical models, the soil block was modeled by volume elements with linear elastic perfectly plastic material in a drained condition, while the shear pins were modeled by volume elements with linear elastic material. Interface elements were used along the bedding plane (bedding interface element) and around the shear pins (shear pin interface element) to simulate the soil-structure interaction. Bedding interface elements were used to capture the shear sliding of the soil on the low-interface friction plane while shear pin interface elements were used to model the shear bonding of the soil around the pins. A failure analysis was performed by means of the gravity loading method. The results of the 3D FEA with the numerical models were compared to those with the physical models for all cases. The effects of the number of shear pins, the shear pin locations, the different shear pin arrangements, the thickness and the width of the soil block and the associated failure mechanisms were discussed.

• 콘크리트학회논문집
• /
• 제24권5호
• /
• pp.585-596
• /
• 2012

이 연구는 교량이나 주차장 건물 등에 적용이 가능한 GFRP 보강 철근 폴리머 콘크리트 T형 보의 휨 특성에 관한 연구로서 GFRP 보강 수준에 따른 압축파괴(compression failure: CF), 인장파괴(tension failure: TF) 및 GFRP 보강재의 파괴(fiber sheet failure: FF) 등 파괴모드의 판단과 결정방법을 제시하고, 파괴모드별 설계휨강도 산정식을 제시하였다. GFRP 보강 철근콘크리트 보에서는 FF, TF, CF 등 3가지 파괴모드 중에서 철근항복 ${\rightarrow}$ GFRP 파단 ${\rightarrow}$ 압축측 콘크리트 파괴의 순으로 진행되는 FF 파괴모드가 가장 이상적이다. FF 파괴모드의 경우 압축측 폴리머 콘크리트가 극한변형률(${\varepsilon}_{cu}$)에 도달하기 전에 GFRP가 먼저 파단되므로 콘크리트의 극한상태를 기반으로 하는 기존의 등가직사각형 응력블럭의 개념을 적용할 수 없다. 따라서 이 연구에서는 폴리머 콘크리트의 특성에 부합되는 이상화된 폴리머 콘크리트의 압축응력-변형률 곡선을 제안하고, 폴리머 콘크리트의 변형률을 기반으로 하여 응력블럭 매개변수 ${\alpha}$, ${\beta}$를 도출하였다. 또한 T형 보의 형상비에 따른의 압축응력 분포 및 설계휨강도 특성을 규명하고 적정한 형상비를 2.5로 제시하였으며, GFRP 보강재의 두께 및 높이에 따른 설계휨강도 산정식을 제시하고 그 식의 적정성을 실험과 이론해석에 의해 입증하였다.

• Structural Engineering and Mechanics
• /
• 제61권1호
• /
• pp.161-169
• /
• 2017

This study aimed to develop a simple and effective method to facilitate the experimental research on mechanical properties of masonry under biaxial compressive stress. A series of tests on full-scale brick masonry panels under biaxial compression have been performed in limited principal stress ratios oriented at various angles to the bed joints. Failure modes of tested panels were observed and failure features were analyzed to reveal the mechanical behavior of masonry under biaxial compression. Based on the experimental data, the failure curve in terms of two orthotropic principal stresses has been presented and the failure criterion of brick masonry in the form of the tensor polynomial has been established, which indicate that the anisotropy for masonry is closely related to the difference of applied stress as well as the orientation of bed joints. Further, compared with previous failure curves and criteria for masonry, it can be found that the relative strength of mortar and block has a considerable effect on the degree of anisotropy for masonry. The test results demonstrate the validity of the proposed experimental method for the approximation of masonry failure under biaxial compressive stress and provide valuable information used to establish experimentally based methodologies for the improvement of masonry failure criteria.

• 한국임상수의학회지
• /
• 제17권2호
• /
• pp.327-333
• /
• 2000

The diagnostic method was, evaluated in experimentally induced acute renal failure in doges. Ten male dogs weighing from 5 to 10 kg were assigned to two groups(gentamicin & ethylene glycol treated group) al random. Gentamicin sulfate at 10 mg/kg of body weight, t.i.d., for 7 days and ethylene glycol at 3 ml/kg of body weight once used in a randomized complete block design with tee treatments in block. The samples(blood, urine) were collected before and 1,3,5,7,9 and l1th day after administration. The serum creatinine concentration and BUN(blood urea nitrogen) were sig- nificantly increased at the 7th day than before administration in gentamicin treated group (p<0.05), bolt there was significant increase at the 1st day than before administration in ethylene glycol treated group(p<0.05). The urine GGT(gramma glutamyl transpeptidase) and GGT/creatinine were significantly increased at the 1st (lay after administration in gentamicin treated group (p<0.05). But in ethylene glycol treated group, there was no significant changes. The value of FENa (fractional excretion of sodium) was significantly increased at the 3rd day after administration in gentamicin treated group and the 1 st day after administration in ethylene glycol treated group (p<0.05). These results suggest that FENa was a good parameter of renal function in dogs with acute renal failure.

• 화약ㆍ발파
• /
• 제37권2호
• /
• pp.14-21
• /
• 2019

개별요소법은 절리가 발달한 불연속 암반의 모델링에 매우 유력한 수치해석적 방법이다. 또한 발파 후 큰 변위가 일어나는 단계에서의 모델링에도 효과적이다. 개별요소법에서 각 요소는 강체로 가정하고, 요소 간 약간의 중첩을 허용하여 접촉 변위로부터 상호 작용력을 계산한다. 개별요소의 경계로 정의되는 절리의 강성은 블록요소 상호 간의 거동을 결정하는 중요한 변수로서 변형의 크기와 파괴 양상에 영향을 준다. 그러나 요소 간 과도한 중첩으로 인한 수치해석적 불안정성을 방지하기 위해서 어떤 준정적인 문제에 있어서는 실제 절리 물성과 관계없이 임의로 선정된 절리 강성 값이 사용되기도 한다. 해석의 주된 관심사가 정밀도 높은 변형의 크기 예측이냐, 불연속체의 파괴 양상이나 파괴 후 파괴된 블록들의 거동 예측이냐에 따라, 절리 강성에 대한 입력 자료 값은 결과에 큰 영향을 주지 않을 수도 있고, 심각한 예측 오류를 가져올 수도 있다. 본 연구는 개별요소법을 이용한 수치해석 모델링에서 절리 강성 값이 해석 결과에 미치는 영향을 이해하고 입력자료 선정 지침에 도움을 주고자 수행되었다.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2002년도 추계학술대회 논문집(I)
• /
• pp.608-613
• /
• 2002

This study was under taken as an analysis of failure mode in a railroad bed reconstructed with miniaturized Geotextile Container after being destroyed by heavy rain. It assesses the practical use of the bag shaped Geotextile Container method in the rehabilitation of destroyed roadbeds. The failure mode was assessed using the laboratory model tests to determine the following criteria: Strain of Geotextile Container, Vertical ＆ Horizontal displacements of Geotextile Container layer, and the transmitting load effects due to the applied load. The Geotextile Container layer was failed as a Block Failure type, although there was some variation in the results between the saturated and unsaturated conditions. The main failure was caused by the reduction of the interface friction between Geotextile Containers. The result of this mobilizes the significant horizontal displacement and the ultimate failure of the Geotextile Container layer. The strain on the wet Geotextile Container was occurred about two times greater than that of dry condition.

• 한국지반공학회논문집
• /
• 제36권11호
• /
• pp.51-60
• /
• 2020

횡방향의 토압에 저항하는 앵커블록, 흙막이 가설벽체, 레이커 지지블록 등에서 수동토압 산정은 중요한 요소이다. 실무에서는 사용의 편의성으로 인하여 파괴면을 직선으로 가정한 Coulomb과 Rankine의 이론을 사용하여 토압을 산정하는 것이 일반적이다. 하지만 실제 발생하는 수동파괴면은 벽면과 지반의 마찰로 인하여 벽체부근에서는 곡면이고 지표부근에서는 평면이 되는 복합파괴면을 형성한다. 흙막이 구조물의 안정검토에서 저항력으로 산정되는 수동토압이 발생되는 변위는 주동토압이 발생되는 주동변위 보다 커 대부분 구조물의 안정성을 초과하는 변위가 발생하여야 수동토압의 저항력이 발휘되므로 수동토압을 설계에 적용하기 위해서는 허용변위 이내의 임의변위에서 발휘되는 수동측토압의 산정이 매우 중요한 요소이다. 본 연구에서는 복합파괴면을 반영한 한계변위 내의 임의 변위에서 발휘되는 수동측토압을 산정할 수 있는 반경험식을 활용하여 벽체의 세 가지 거동조건에 따라 임의 변위에서 발휘되는 수동토압을 분석하였다.

• 산업경영시스템학회지
• /
• 제45권3호
• /
• pp.18-30
• /
• 2022

Predicting remaining useful life (RUL) becomes significant to implement prognostics and health management of industrial systems. The relevant studies have contributed to creating RUL prediction models and validating their acceptable performance; however, they are confined to drive reasonable preventive maintenance strategies derived from and connected with such predictive models. This paper proposes a data-driven preventive maintenance method that predicts RUL of industrial systems and determines the optimal replacement time intervals to lead to cost minimization in preventive maintenance. The proposed method comprises: (1) generating RUL prediction models through learning historical process data by using machine learning techniques including random forest and extreme gradient boosting, and (2) applying the system failure time derived from the RUL prediction models to the Weibull distribution-based minimum-repair block replacement model for finding the cost-optimal block replacement time. The paper includes a case study to demonstrate the feasibility of the proposed method using an open dataset, wherein sensor data are generated and recorded from turbofan engine systems.