• 한국세라믹학회지
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• 제35권10호
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• pp.1094-1100
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• 1998

The thermal fatigue behavior of alumina ceramics was investigated by water quenching method. Single-quench thermal shock tests were performed to decide the critical thermal shock temperature difference ($\Delta$Tc) which was found to be 225$^{\circ}C$ Cyclic thermal shock fatigue tests were performed at temperature diff-erences of 175$^{\circ}C$, 187$^{\circ}C$ and 200$^{\circ}C$ respectively. After cyclic thermal shock fatigue test the distributions of retained strength and crack were observed. Retained strength was measured by four point bending method and crack observation method bydye penetration. In terms of the retained strength distribution the critical number of thermal shock cycles(Nc) were 7 for $\Delta$T=200$^{\circ}C$, 35 for $\Delta$T=187$^{\circ}C$ and 180for $\Delta$T=175$^{\circ}C$ respec-tively. In terms of the crack observation the critical number of thermal shock cycles were 5 for $\Delta$T==200$^{\circ}C$ 20 for $\Delta$T==187$^{\circ}C$ and 150 for $\Delta$T=175$^{\circ}C$ respectively. The difference of Nc investigated by two different methods is due to the formation of the longitudinal cracks which had no effect on the four point bending strength. Therefore the thermal fatigue behavior of alumina ceramics could be more accurately described by the crack observation method than the retained strength measurement method.

• 산업경영시스템학회지
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• 제45권3호
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• pp.78-89
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• 2022

The purpose of this study was to propose useful suggestion by analyzing preventive replacement policy under which there are minor and major failure. Here, major failure is defined as the failure of system which causes the system to stop working, however, the minor failure is defined as the situation in which the system is working but there exists inconvenience for the user to experience the degradation of performance. For this purpose, we formulated an expected cost rate as a function of periodic replacement time and the number of system update cycles. Then, using the probability and differentiation theory, we analyzed the cost rate function to find the optimal points for periodic replacement time and the number of system update cycles. Also, we present a numerical example to show how to apply our model to the real and practical situation in which even under the minor failure, the user of system is not willing to replace or repair the system immediately, instead he/she is willing to defer the repair or replacement until the periodic or preventive replacement time. Optimal preventive replacement timing using two variables, which are periodic replacement time and the number of system update cycles, is provided and the effects of those variables on the cost are analyzed.

• Structural Engineering and Mechanics
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• 제84권3호
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• pp.361-373
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• 2022

This paper examines the flexural performance of concrete beams reinforced with glass fibre-reinforced polymer (GFRP) bars under fatigue loading. Experiments were carried out on concrete beams of size 1500×200×100 mm reinforced with 10 mm and 13 mm diameter GFRP bars under fatigue loading. Experimental investigations revealed that fatigue loading affects both strength and serviceability properties of GFRP reinforced concrete. Experimental results indicated that (i) the concrete beams experienced increase in deflection with increase in number of cycles and failed suddenly due to snapping of rebars and (ii) the fatigue life of concrete beams drastically decreased with increase in stress level. Analytical model presented a procedure for predicting the deflection of concrete beams reinforced with GFRP bars under cyclic loading. Deflection of concrete beams was computed by considering the aspects such as stiffness degradation, force equilibrium equations and effective moment of inertia. Nonlinear finite element (FE) analysis was performed on concrete beams reinforced with GFRP bars. Appropriate constitutive relationships for concrete and GFRP bars were considered in the numerical modelling. Concrete non linearity has been accounted through concrete damage plasticity model available in ABAQUS. Deflection versus number of cycles obtained experimentally for various beams was compared with the analytical and numerical predictions. It was observed that the predicted values are comparable (less than 20% difference) with the corresponding experimental observations.

• 한국음향학회지
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• 제18권1호
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• pp.3-9
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• 1999

본 논문에서는 방대한 양의 데이터를 실시간으로 처리하기 위한 병렬 디지털 신호처리시스템을 제안하고 성능을 분석한다. 병렬 디지털 신호처리시스템의 성능분석은 FFT를 대상으로 하여 FFT의 알고리즘에 기반한 성능분석, FFT 소스코드에 기반한 성능분석, 그리고 확률적 분석에 의한 성능분석 등 세 가지의 서로 다른 분석방법을 사용하였다. 성능분석 결과, FFT를 대상으로 한 버스 기반의 시스템에서는 네 개의 프로세서로 구성된 단일 보드 시스템이 가장 우수한 성능을 보였다. 이것은 FFT처럼 프로세서간 또는 보드간에 데이터 교환이 많은 응용 프로그램에서는 통신부담이 증가하여 시스템의 전체 성능을 저하시키기 때문이다. 그러나 보드간 연결에 사용하는 버스의 수가 늘어남에 따라 시스템의 성능도 선형적으로 증가함을 알 수 있었다.

• Clinical and Experimental Reproductive Medicine
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• 제35권3호
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• pp.213-221
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• 2008

목 적: 난소기능이 저하된 저반응군 불임 여성에서 한 개의 배아를 이식할 때 임신율에 영향을 주는 요인에 대해 알아보고자 한다. 연구방법: 본원에서 1996년 6월부터 2006년 4월까지 시험관 시술을 받은 환자 중, basal FSH가 12 mIU/mL 이상, 획득된 난자가 4개 이하, hCG 투여일에 혈청 $E_2$가 500 pg/ml 미만인 저반응군 총 919주기에서 한 개의 배아만을 이식한 235주기를 대상으로 하였다. 여성의 연령, hCG 투여일에 혈청 $E_2$, basal FSH, 3일째 배아 이식 시 할구수, 과배란 유도 방법, 이식 횟수에 따른 임신율과 생존아 출생률을 비교하였으며, 통계학적인 방법은 Chi-square를 이용하여 p-value 0.05 이하인 경우를 유의하게 평가하였다. 결 과: 총 919주기 중 난자채취 취소율은 25.6% (235주기), 난자채취 실패율은 18.5% (170주기), 배아 이식 취소율은 14.0% (129주기)였다. 한 개의 배아를 이식한 군의 전체 임신율은 8.1% (19주기), 생존아 출생률은 4.7% (11주기)였고, 35세 미만의 여성에서 35세 이상의 여성보다 임신율과 생존아 출생률이 통계적으로 유의하게 높았다 (20% vs. 3.5% p<0.0001, 12.3% vs. 1.8%, p=0.002). hCG 투여일에 혈청 $E_2$, basal FSH, 3일째 배아 이식 시 할구수, 과배란 유도 방법에 따른 임신율과 생존아 출생률은 차이가 없었다. 이식 횟수에 따른 누적 임신율은 1회에 8.1%, 2회에 9.2%, 3회에 9.7%, 4회에 9.0%, 5회에 9.5%였다. 결 론: 저반응군의 체외수정에서 한 개의 배아를 이식할 때, 불임 여성의 연령이 35세 미만에서 임신율과 생존아출생률이 유의하게 증가함을 확인하였고, 이식 횟수에 따른 누적 임신율은 차이가 없었다. 이는 체외수정을 시도하려고 하는 난소기능 저하의 불임 여성에서 구체적인 상담 자료로 사용할 수 있겠다.

• Ocean Systems Engineering
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• 제2권2호
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• pp.159-171
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• 2012

Reinforced concrete structures in cold coastal regions are subjected to coupled effects of service load, freeze-thaw cycles and seawater corrosion. This would significantly degrade the performance and therefore shorten the service life of these structures. In the current paper, the mechanical properties of concrete material and the structural behaviour of eccentrically loaded reinforced concrete columns under multiple actions of seawater corrosion, freeze-thaw cycles and persistent load have been studied experimentally. Results show that when exposed to alternating actions of seawater corrosion and freeze-thaw cycles, the compressive strength of concrete decreases with the increased number of freeze-thaw cycles. For reinforced concrete column, if it is only subjected to seawater corrosion and freeze-thaw cycles, the load resistance capacity is found to be reduced by 11.5%. If a more practical service condition of reinforced concrete structures in cold coastal regions is simulated, i.e., the environmental factors are coupled with persistent loading, a rapid drop of 15% - 26.9% in the ultimate capacity of the eccentrically loaded reinforced concrete column is identified. Moreover, it is observed that the increase of eccentric load serves to accelerate the deterioration of column structural behavior.

• 대한산업공학회지
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• 제34권4호
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• pp.386-397
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• 2008

Due to the rapid advancement of technologies, a growing number of innovative products with a short life-cycle have been introduced to the market. As the life-cycles of such products are shorter than those of durable goods, the demand variation during the life-cycle adds to the difficulty of inventory management. Traditional inventory planning models and techniques mostly deal with products that have long life-cycles. The assumptions on the demand pattern and subsequent solution approaches are generally, not suitable for dealing with products with short life-cycles. In this research, inventory replenishment problems based on the logistic demand model are formulated and solved to facilitate the management of products with short life-cycles. An extended Wagner- Whitin approach is used to determine the replenishment cycle, schedules and lot-sizes.

• Geomechanics and Engineering
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• 제2권3호
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• pp.161-176
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• 2010

Discrete Element Method (DEM) simulations were developed to investigate the effectiveness of geosynthetic reinforcement and the effectiveness of maintenance techniques performed on a simulated ballast bed subjected to dynamic loading. The results from four samples subjected each one to a total of 425 load cycles are presented: one unreinforced and unmaintained sample, one unmaintained but reinforced sample, one unreinforced sample subjected to maintenance in the form of stoneblowing after 200 load cycles, and one unreinforced sample subjected to maintenance in the form of tamping after 200 load cycles. The obtained values of permanent deformation as a function of the applied number of load cycles for the four cases are presented together allowing a comparison of the effectiveness of each technique. Moreover, snapshots of the simulated track sections are presented at different moments of the simulations. The simulations indicated that the geosynthetic reinforcement may not be beneficial for the analyzed case while stoneblowing was the most effective maintenance technique.

• 한국식품과학회지
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• 제53권1호
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• pp.85-91
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• 2021

The physicochemical properties of deodeok (Codonopsis lanceolate) was investigated in relation to the different steaming time and cycles of steaming and drying (S/D). Additionally, the quality characteristics of Makgeolli with different amount (0-0.45%) of steaming and drying deodeok (SD) were measured comparison to non-steaming and drying deodeok (NSD). L⁎ values of deodeok tended to decrease as the number of S/D cycles and steaming times increased, while BI showed the opposite trend for L⁎ values. Reducing sugar increased significantly from 1 to 3 S/D cycles and decreased thereafter (p<0.05). Also, processed with steaming for 4 h and 5 S/D cycles had the highest antioxidant properties. Principal component analysis (PCA) revealed that the S/D process notably influenced the properties of deodeok. Quality characteristics of Makgeolli showed that 0.45% SD resulted in higher antioxidant properties than control or NSD.

• Clinical and Experimental Reproductive Medicine
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• 제43권3호
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• pp.169-173
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• 2016

Objective: To determine the preferred regimen for women with adenomyosis undergoing in vitro fertilization (IVF), we compared the IVF outcomes of fresh embryo transfer (ET) cycles with or without gonadotropin-releasing hormone (GnRH) agonist pretreatment and of frozenthawed embryo transfer (FET) cycles following GnRH agonist treatment. Methods: This retrospective study included 241 IVF cycles of women with adenomyosis from January 2006 to January 2012. Fresh ET cycles without (147 cycles, group A) or with (105 cycles, group B) GnRH agonist pretreatment, and FET cycles following GnRH agonist treatment (43 cycles, group C) were compared. Adenomyosis was identified by using transvaginal ultrasound at the initial workup and classified into focal and diffuse types. The IVF outcomes were also subanalyzed according to the adenomyotic region. Results: GnRH agonist pretreatment increased the stimulation duration ($11.5{\pm}2.1days$ vs. $9.9{\pm}2.0days$) and total dose of gonadotropin ($3,421{\pm}1,141IU$ vs. $2,588{\pm}1,192IU$), which resulted in a significantly higher number of retrieved oocytes ($10.0{\pm}8.2$ vs. $7.9{\pm}6.8$, p=0.013) in group B than in group A. Controlled ovarian stimulation for freezing resulted in a significantly higher number of retrieved oocytes ($14.3{\pm}9.2$ vs. $10.0{\pm}8.2$, p=0.022) with a lower dose of gonadotropin ($2,974{\pm}1,112IU$ vs. $3,421{\pm}1,141IU$, p=0.037) in group C than in group B. The clinical pregnancy rate in group C (39.5%) tended to be higher than those in groups B (30.5%) and A (25.2%) but without a significant difference. Conclusion: FET following GnRH agonist pretreatment tended to increase the pregnancy rate in patients with adenomyosis. Further largescale prospective studies are required to confirm this result.