• 소성∙가공
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• 제7권5호
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• pp.450-458
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• 1998

The high temperature deformation behavior of Al 5083 alloy has been studied in the temperature range of 350 to 520 ${\circ}C$ and strain rate range of 0.2 to 3.0/sec by torsion test. The strain rate sensitivity(m) of the material was evaluated and used for estabilishing power dissipation maps following the dynamic material model. These maps show the variation of efficiency of power dissipation(${\eta}$=2m/(2m+1)) with temperature and strain rate. Hot restoration of dynamic recrystallization (DRX) was analyzed from the flow curve, deformed microstructure, and processing maps during hot deformation. Also, the effect of deformation strain on the efficiency of power dissipation of the alloy was analysed using the processing maps. Moreover relationship between the hot-ductility and efficiency of power dissipation of the alloy depending on thmperature and strain rate was studied using the Zener-Hollomon parameter(Z=${\varepsilon}$exp(Q/RT) It is found that the maximum efficiency of power dissipation for DRX in Al 5083 alloy is about 74.6 pct at the strain of 0.2. The strain rate and temperature at which the efficiency peak occurred in the DRX domain is found to be ∼0.1/sec and ∼450${\circ}C$ respectively.

• 대한기계학회논문집
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• 제16권12호
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• pp.2368-2375
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• 1992

본 연구에서는 축대칭 유동장치를 구성하여 열선 풍속계를 이용, 중심축에 따 른 난류쇠퇴양식을 살펴보고 동시에 난류에너지천이에 대한 세밀한 분석을 통하여 각 각 상류유동전개부, 수축부 및 자유분사류로 연속되는 3개의 유동 구조속에서 어떻게 천이해 갈 것인가를 측정하여 축대칭 유동의 난류구조 변천에 대한 기초 실험자료로 제시하고저 한다.

• 한국전기전자재료학회논문지
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• 제29권2호
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• pp.125-130
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• 2016

In this paper, various heat dissipation designs for a rail anchoring failure detection module were investigated by a thermal flow analysis. For the detection module with the heat dissipation design on the overall housing surface, an average temperature inside the module was lowered by $25^{\circ}C$ when compared to no heat dissipation design. In addition, an internal heat-flow blocking layer and an heat conduction layer inserted between the LED module and housing case were effective in reducing the temperature in the rail anchoring failure detection, which has a limited space for installation and little air flow. Especially, the temperature near LED module decreased below $55^{\circ}C$ when the optimal heat dissipation design was applied.

• 한국인터넷방송통신학회논문지
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• 제18권4호
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• pp.169-175
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• 2018

프로세서의 전력 소비량은 최근에 이르러 고성능 마이크로프로세서 및 멀티코어프로세서 뿐만이 아니라 임베디드 시스템 및 모바일 장치에 매우 중요하게 대두되고 있다. 이러한 전력 소비량은, 하드웨어 및 소프트웨어 설계자로 하여금 성능과 전력에 대한 올바른 타협점을 찾도록 하는 바탕이 된다. 대부분의 전력 분석 도구들은 반도체 칩 레이아웃이나 평면계획이 완료된 후에야 최소의 정확도를 갖게 되며 또한 느리다. 본 논문에서는 전력 분석기와 연동이 가능한 빠른 속도를 갖는 임베디드 마이크로프로세서 명령어 자취형 (trace-driven) 모의실험기를 개발하였다. 또한, MiBench 임베디드 벤치마크를 입력으로 모의실험을 수행하여 기존의 도구보다 훨씬 빠른 속도로 명령어 당 평균 전력 소비량을 측정하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1328-1339
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• 2008

For a commonly used piezocone with a shoulder filter element, dilatory dissipation behavior, which shows an initial temporary increase in pore pressure, has been observed in overconsolidated cohesive soils. However, there is no appropriate way to estimate a consolidation parameter from a dilatory dissipation curve because currently available interpretation methods were developed based on the monotonic decrease of the excess pore pressure. In this study, the interpretation method for evaluation of coefficient of consolidation from a dilatory dissipation result of piezocone test was developed by performing the finite difference analysis on the dissipation after cone penetration. The distribution of the initial excess pore pressure induced by cone penetration, which is the core of the analysis, was estimated from the empirical modification of a solution proposed by cavity expansion theory and critical state concept. And the proposed interpretation method was applied to the field piezocone data and the results were compared to those obtained from laboratory tests. Its reliability was confirmed by the insignificant difference between the values of coefficient of consolidation from piezocone tests and laboratory consolidation tests.

• Steel and Composite Structures
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• 제20권6호
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• pp.1205-1219
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• 2016

This paper presents a new type of pre-pressed spring self-centering energy dissipation (PS-SCED) bracing system that combines friction mechanisms between the inner and outer tube members to provide the energy dissipation with the pre-pressed combination disc springs installed on both ends of the brace to provide the self-centering capability. The mechanics and the equations governing the design and hysteretic responses of the bracing system are outlined, and a series of validation tests of components comprising the self-centering mechanism of combination disc springs, the friction energy dissipation mechanism, and a large scale PS-SCED bracing specimen were conducted due to the low cyclic reversed loadings. Experimental results demonstrate that the proposed bracing system performs as predicted by the equations governing its mechanical behaviors, which exhibits a stable and repeatable flag-shaped hysteretic response with excellent self-centering capability and appreciable energy dissipation, and large ultimate bearing and deformation capacities. Results also show that almost no residual deformation occurs when the friction force is less than the initial pre-pressed force of disc springs.

• Steel and Composite Structures
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• 제32권2호
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• pp.265-279
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• 2019

The self-centering capacity and energy dissipation performance have been recognized critically for increasing the seismic performance of structures. This paper presents an innovative steel moment frame with self-centering steel reinforced concrete (SRC) wall panel incorporating replaceable energy dissipation devices (SF-SCWD). The self-centering mechanism and energy dissipation mechanism of the structure were validated by cyclic tests. The earthquake resilience of wall panel has the ability to limit structural damage and residual drift, while the energy dissipation devices located at wall toes are used to dissipate energy and reduce the seismic response. The oriented post-tensioned strands provide additional overturning force resistance and help to reduce residual drift. The main parameters were studied by numerical analysis to understand the complex structural behavior of this new system, such as initial stress of post-tensioning strands, yield strength of damper plates and height-width ratio of the wall panel. The static push-over analysis was conducted to investigate the failure process of the SF-SCWD. Moreover, nonlinear time history analysis of the 6-story frame was carried out, which confirmed the availability of the proposed structures in permanent drift mitigation.

• Steel and Composite Structures
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• 제51권3호
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• pp.325-335
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• 2024

Yielding dampers exhibit varying cyclic behavior based on their geometry. These dampers not only increase the energy dissipation of the structure but also increase the strength and stiffness of the structure. In this study, parametric investigations were carried out to explore the impact of angled U-shape damper (AUSD) dimensions on its cyclic behavior. Initially, the numerical model was calibrated using the experimental specimen. Subsequently, analytical equations were presented to calculate the yield strength and elastic stiffness, which agreed with the experimental results. The outcomes of the parametric studies encompassed ultimate strength, effective stiffness, energy dissipation, and equivalent viscous damper ratio (EVDR). These output parameters were compared with similar dampers. Also, the magnitude of the effect of damper dimensions on the results was investigated. The results of parametric studies showed that the yield strength is independent of the damper width. The length and thickness of the damper have the greatest effect on the elastic stiffness. Reducing length and width resulted in increased energy dissipation, effective stiffness, and ultimate strength. Damper width had a more significant effect on EVDR than its length. On average, every 5 mm increase in damper thickness resulted in a 3.6 times increase in energy dissipation, 3 times the effective stiffness, and 3 times the ultimate strength of the model. Every 15 mm reduction in damper width and length increased energy dissipation by 14% and 24%, respectively.

• 한국지반공학회논문집
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• 제23권10호
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• pp.73-84
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• 2007

원추 후면에서 간극수압이 측정되는 표준 피에조콘의 경우, 일반적인 소산곡선은 간극수압이 초기값에서부터 단조적으로 감소하는 경향을 보인다. 그러나, 간극수압이 일시적으로 증가한 후에 감소하는 지연소산 거동이 과압밀비 4 이하의 약간 과압밀된 점성토 지반에서 확인되었다. 이와 같은 비정규적인 소산 거동은 주로 매우 과압밀된 지반에서 발생하는 것으로 보고되었으며, 기존의 연구도 이러한 경우로 한정되어 진행되었다. 본 연구에서는 약간 과압밀된 점성토 지반에서 발생하는 지연소산의 메커니즘을 규명하였다. 피에조콘 시험으로부터 산정된 지반의 특성과 지연소산의 상관성을 분석하였으며, 콘 관입 이후의 소산거동에 대하여 유한차분해석을 수행하였다. 연구 결과, 약간 과압밀된 점성토에서는 원추 선단에서 발생하는 큰 과잉간극수압이 원추 후면 필터로 상향 전파되어 지연소산이 유발되고, 과압밀비(OCR) 및 정수일$(u_0)$과 관련된 원추 선단과 원추 후면의 초기 과잉간극수압비$({\Delta}u_{1i}/{\Delta}u_{2i})$가 지연소산에 영향을 미치는 것이 확인되었다.

• 한국지반공학회논문집
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• 제19권5호
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• pp.145-154
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• 2003

본 연구에서는 정규압밀점토에서의 피에조 콘 소산시험시 측정된 초기 과잉간극수압을 팔면체 수직응력($\Delta{\sigma}_{oct}$)의 변화에 의해 발생하는 과잉간극수압($\Delta{u}_{oct}$)과 팔면체 전단응력($\Delta{\tau}_{oct},$)의 변화에 의해 발생하는 과잉간극수압($\Delta{u}_{shear}$)으로 구분할 수 있는 방법을 이용하여 초기 과잉간극수압 분포를 가정하고, 연속적인 구형 공동확장 이론과 축대칭 비혼합 선형 압밀이론에 근거한 유한차분법을 사용하여 과잉간극수압의 소산거동을 모사하였다. 이와 같은 방법에 의해 압밀계수를 가정하여 계산된 소산곡선이 실측된 소산곡선과 특정 소산도에서 일치하도록 반복 계산하는 시행착오법을 사용하여 압밀계수를 산정하는 방법을 제안하였다. 제안된 방법과 기존의 이론해를 루이지애나 주립대학교 모형 토조에서 수행된 소형 피에조 콘의 시험결과에 적용한 결과에 의하면 제안된 방법에 의해 산정된 압밀계수가 다른 이론해보다도 실내시험치와 유사한 것으로 나타났으며, 계측된 소산곡선과도 잘 일치하는 것으로 나타났다.