• 대한전자공학회논문지TC
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• 제44권3호
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• pp.41-50
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• 2007

본 논문에서는 IP 스위칭 시스템을 위한 iSLIP 기반의 Dual Round Robin(DRR) 방식 스케줄링 알고리즘을 제시한다. 기존의 iSLIP 방식과 DRR 방식을 결합하여 단점은 최소화하면서 DRR이 가진 분배기능의 장점과 iSLIP 기능이 가진 고성능의 장점을 이용할 수 있게 한다. 불균일한 트래픽 환경에서 스위치에서의 처리율과 지연성능을 컴퓨터 시뮬레이션을 통해 확인한다. 또한 제안된 방식은 기존의 iSLIP과 비교하여 구현 복잡성을 매우 낮아짐을 보인다. 이러한 실험을 통해 본 논문에서 제안한 스케줄링 알고리즘이 기존의 DRR에 비해 우수한 성능을 iSLIP에 비해 구현의 복잡성에서 우수함을 알 수 있었다.

• 한국통신학회논문지
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• 제29권9A호
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• pp.973-982
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• 2004

고속 스케듈링 기법은 입력 큐 스위치의 성능을 극대화하기 위해 필요하다 가상 출력큐 스위치 구조에 관하여 지금까지 iSLIP, DRRM 과 같은 라운드로빈 스케듈링 기법이 제안되어 왔다 iSLIP 방식은 높은 성능을 보여주고 있고 이미 하드웨어 구현이 되어 있고 DRRM 또한 iSLIP 보다 간단하고 성능에 더 좋음을 나타내고 있지만 , 울다 라운드로벤의 포인터통기 문제를 효과적으로 풀지 못하고 있다 본 논문에서 제안된 딸고리즘은 DRRM 알고리즘 에 기초로써 새롭게 제안되었고 포인터를 항상 비동기되도록 유지하는 특정이 있다. 또한 라운드로빈 방식을 그대로 견지하므로써 구현이 간편한 특성을 가지고 있다 시뮬레이션 결과에 의하면 제안된 알고리즘은 다양한 트래픽 모델에서 iSLIP 이나 DRRM 보다 더 좋은 성능을 보여주고 있다.

• 자원환경지질
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• 제31권6호
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• pp.547-555
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• 1998

A new trigonometrical method for calculating total slip (T) of faulting is presented. The parameters for the calculations are used rake of fault striation, strike and dip of fault and of index planar structure such as bedding plane. The faults are groupped into three types. The direction of plunging of fault striation is out of a range ${\pm}90^{\circ}$ to the bedding dip direction in $360^{\circ}$ system, which is groupped into the type I. Meanwhile, the case of the direction lies in the above range can be separated into two different types, type II and type III, according to relative largeness of the angles rake of fault striation and i (see text). The type II has smaller rake than angle i and the type III has larger rake than angle i. Here I propose a few equations for calculating not only total slip (T) but strike slip (L) or dip slip (S) of the faulting. The equations are adapted selectively to the types of fault mentioned before. The limitation of the method is that the equations do not fit to polyphase faulting.

• Tribology and Lubricants
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• 제21권1호
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• pp.33-38
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• 2005

Fretting is the oscillatory motion with very small amplitudes, which usually occurs between two solid surfaces in contact. Fretting wear is the removal of material from contacting surfaces through fretting action. Fretting wear of steam generator tubes in nuclear power plant becomes a serious problem in recent years. The materials for the tubes usually are Inconel 690 (I-690) and Inconel 600 (I-600). In this paper, fretting wear tests for I-690 and I-600 were performed under various applied loads in water at room temperature. Results showed that the fretting wear loss of I-690 and I-600 tubes was largely influenced by stick-slip. The fretting wear mechanisms were the abrasive wear in slip regime and the delamination wear in stick regime. Also, I-690 had somewhat better wear resistance than I-600.

• 한국콘텐츠학회논문지
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• 제5권3호
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• pp.217-225
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• 2005

최근 입력 큐 방식의 ATM 스위치에 관한 연구는 가장 활발한 연구분야 중의 하나이다. 입력 큐 방식의 스케줄러에 관한 연구에서도 많은 발전이 이루어져 왔으며, 상업적으로 응용되고 있다. 스케줄링 알고리즘은 쓰루풋을 향상시키고, QoS를 만족하면서, 공평하게 서비스를 제공하는 특성을 가져야 한다. 본 논문에서는 입력 큐 방식의 ATM 스위치 패브릭을 효과적이고, 빠르게 중재할 수 있는 스케줄링 알고리즘의 구현에 관해 연구하였다. 제안한 스케줄러는 랜덤 트래픽에서 $100\%$에 수렴하는 스케줄링 성능을 제공하고 있다. 제안한 알고리즘은 4회의 반복 매칭을 통해서 N 포트 VOQ 스위치의 중재를 완료할 수 있다. 또한 제안한 알고리즘은 가장 널리 사용되는 iSLIP 알고리즘과 비교하였을 경우 1/2의 면적만을 사용하고 구현이 용이한 장점을 가지고 있다. 4회의 반복 매칭을 수행할 경우에는 iSLIP 알고리즘보다 더 우수한 성능을 보여주었다.

• 한국강구조학회 논문집
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• 제12권2호통권45호
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• pp.167-175
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• 2000

본 논문에서는 내후성강재의 고장력볼트 마찰이음부 미끄럼계수 평가를 위한 실험연구를 수행하였다. 표면 상태는 흑피 부착표면을 수동 및 전동솔질로 청소한 경우, 숏브라스트 표면, 무기징크 하도 및 웨더코트를 적용한 경우들을 고려하였다. 또한, 각 표면 상태에 대하여 500 시간 동안 볼트축력 감소율을 측정하였다. 실험결과로부터 흑피표면을 전동솔질한 경우를 제외하면 미끄럼계수는 모두 0.4보다 컸다. 볼트축력 감소율은 표면상태에 따라 달랐으며 $3{\sim}8%$ 정도로서 10% 이내의 값을 보였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.853-858
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• 2003

A new method is proposed to obtain bond-slip model for an adhesive joint between FRP and concrete. Interface element, which can describe the bond behavior, is developed in order to overcome the restriction that complex constitutive relations cannot be modeled in analytic solution. Calibrating numerical bond-slip model to experimental results, multi-objective optimization problem is constructed by physical programming method, and is solved using genetic algorithm. The validity of proposed method is demonstrated by comparing known analytic solution and numerically optimized solution.

• Steel and Composite Structures
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• 제51권5호
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• pp.529-543
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• 2024

The bonding efficacy of steel I-section embedded in metakaolin-fly ash-based geopolymer concrete (MK-FA-GC) was investigated in this study. Push-out tests were conducted on nine column specimens to evaluate the influence of compressive strength of concrete, embedded length of steel I-section, thickness of concrete cover, and stirrup ratio on the bond performance. Failure patterns, load-slip relationships, bond strength, and distribution of bond stress among the specimens were analyzed. The characteristic bond strength of geopolymer concrete (GC) increased with higher compressive strength, longer embedded steel section length, thicker concrete cover, and larger stirrup ratio. Empirical formulas for bond strength at the loading end were derived based on experimental data and a bond-slip constructive model for steel-reinforced MK-FA-GC was proposed. The calculated bond-slip curves showed good agreement with experimental results. Furthermore, numerical simulations using ABAQUS software were performed on column specimens by incorporating the suggested bond-slip relationship into connector elements to simulate the interface behavior between MK-FA-GC and the steel section. The simulation results showed a good correlation with the experimental findings.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.104-107
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• 2004

The crack widths of reinforced concrete flexural members are influenced by repetitive fatigue loadings. The bond stress-slip relation is necessary to estimate these crack widths realistically. The purpose of the present study is, therefore, to propose a realistic model for bond stress-slip relation under repeated loading. To this end, several series of tests were conducted to explore the bond-slip behavior under repeated loadings. Three different bond stress levels with various number of load cycles were considered in the tests. The present tests indicate that the bond strength and the slip at peak bond stress are not influenced much by repeated loading if bond failure does not occur. However, the values of loaded slip and residual slip increase with the increase of load cycles. The bond stress after repeated loading approaches the ultimate bond stress under monotonic loading and the increase of bond stress after repeated loading becomes sharper as the number of repeated loads increases. The bond stress-slip relation after repeated loading was derived as a function of residual slip, bond stress level, and the number of load cycles. The models for slip and residual slip were also derived from the present test data. The number of cycles to bond slip failure was derived on the basis of safe fatigue criterion, i.e. maximum slip criterion at ultimate bond stress.

• 대한기계학회논문집A
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• 제21권3호
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• pp.511-518
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• 1997

The technique of fretting fatigue test was developed and fretting fatigue tests of A12024-T4 were conducted under several conditions. The newly developed calibration methods for measuring surface contact tractions showed good linearity and repeatability. The plate type specimen to which tow bridge type pads were attached and vision system was used to observe the crack behaviour. The oblieque cracks appeared in the early stage of crack growth and they became mode I cracks as they grow about 1 mm. The mode I transition points were found to be longer when surface tractions are higher or bulk stress is lower. Before the crack becomes mode I crack, 'well point' where crack grow about rate is minimum, was detected under every experimental condition. The crack behaviour was found to be affected by surface tractions, contact area, bulk stress. It was also found that partial slip and stick condition is most detrimental and the crack starts from the boundary of stick and slip. For gross slip crack started at the outside edge of pad. After crack mode transition, fretting fatigue cracks showed almost same behaviour of plain mode I fatigue cracks. Equivalent stress intensity factor was used to analyze the behaviour of fretting fatigue cracks and it was found that stress intensity factors can be applied to fretting fatigue cracks.