• 한국통신학회논문지
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• 제38A권12호
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• pp.1094-1101
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• 2013

본 논문은 4-Way 캐쉬의 선택된 element만을 사용하여 어플리케이션 수행 사이클을 줄인 향상된 동적 분기 예측기를 제안한다. 제안된 동적 분기 예측기는 분기명령어가 페치되면 MRU 버퍼를 참조하여 4-Way 캐쉬의 선택된 element에서 타깃 주소를 얻으므로, 모든 element에 접근하는 기존의 동적 분기 예측기보다 제한된 전력하에서 BTAC entry 수를 증가시킬 수 있어 분기 예측 성공률과 어플리케이션의 수행속도가 상당히 향상된다. 제안된 동적 분기 예측기의 효율성을 SMDL 시스템에 의해 생성된 코어가 벤치마크 어플리케이션을 수행하여 검증한다. 실험결과 동적 분기 예측기가 없는 코어에 비해 생성된 코어의 어플리케이션 수행 사이클은 평균 10.1% 감소하고 어플리케이션의 전력소모는 7.4% 증가한다. 기존 동적 분기 예측기를 사용하는 코어에 비해 수행 사이클은 평균 4.1% 줄어든다.

• 소성∙가공
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• 제10권1호
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• pp.23-29
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• 2001

In this study, the optimized initial hole shape for T-branch forming was proposed to obtain effective welding region. Design variables were determined by approximation analysis using volume constant condition. We performed 3D elastic-plastic FEM(Finite Element Method) analysis to simulate T-branch forming process. The variation of height and thickness of T-branch with various hole shapes was investigated. The optimized initial hole shape equation was obtained by using results for the numerical analysis.

• 한국분무공학회지
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• 제20권1호
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• pp.1-6
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• 2015

Visualization of the mixing pattern in a non-element mixer was carried out using laser induced fluorescence(LIF) to evaluate characteristics of mixer consisting of the main flow pipe and branch flow pipes. The branch flows were injected periodically with the period $T_{in}$ normal to the main flow, and rhodamine B was mixed into the most upstream branch flow to visualize mixing pattern in the main flow pipe by LIF. The length of boundary line L of the LIF image was measured. In this study, a numerical analysis was performed to identify the mixing process of the non-element mixer, and the results were compared with experimental results. Each result was almost the same. When the number of branch flows is increased, the mixing pattern became complicated and was supposed to become chaotic. The length of boundary line L increased exponentially with an increase in the number of branch flows.

• Journal of Plant Biology
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• 제28권1호
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• pp.9-20
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• 1985

물오리나무와 사방오리나무의 뿌리 줄기 및 가지에 있어서 목부요소의 크기의 변이에 관해서 연구하였다. 도관요소의 직경은 뿌리에서 가장 넓고 그 다음은 줄기이며 가지에서 가장 좁다. 그런데 도관요소의 길이는 줄기에서 가장 길고 다음은 뿌리이며 가지에서 가장 짧은 것으로 밝혀졌다. 섬유의 직경 및 길이는 뿌리에서 가장 넓고 길며 그 다음은 줄기 가지의 순이다. 각 기관의 일정위치에서 중심부로부터 연륜이 증가함에 따라 목부요소의 크기는 뚜렷하게 증가되었다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2008년도 추계학술대회A
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• pp.299-304
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• 2008

This paper presents plastic limit loads of piping branch junctions with local wall thinning under combined pressure and in-plane bending, based on systematic three-dimensional finite element limit analyses using elastic-perfectly plastic materials. An ideal branch junction without weld or reinforcement around the intersection is considered with two locations of wall thinning; one in the run pipe, and the other in the branch pipe. Based on FE results, effects of thinning geometries on plastic limit moments are quantified and simple approximations of plastic limit loads are proposed.

• Structural Engineering and Mechanics
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• 제89권1호
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• pp.93-102
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• 2024

Using negative Poisson's ratio materials, an innovative metallic-yielding damper is introduced for the first time in this study. Through the use of ABAQUS commercial software, a nonlinear finite element analysis is conducted to determine the performance of the proposed system. Mild steel plates with elliptical holes are used for these types of dampers, which dissipate energy through an inelastic deformation of the constitutive material. To assess the capability of the proposed damper, nonlinear quasi-static finite element analyses have been conducted on the damper with a variety of geometric parameters. According to the results, the proposed system is ductile and has a high capacity to dissipate energy. The proposed auxetic damper has a specific energy absorption of 910.8 J/kg and a ductility of 33.6. Therefore, this damper can dissipate a large amount of earthquake input energy without buckling by increasing the buckling load of the brace with its ductile behavior. In addition, it was found that by incorporating auxetic dampers in the steel frame, the frame was made harder, stronger, and ductile and its energy absorption increased by 300%.

• Coupled systems mechanics
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• 제5권1호
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• pp.59-86
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• 2016

This paper deals with the free vibration analysis of a dynamical coupled system: flexible gravity dam- compressible rectangular reservoir. The finite element method is used to compute the natural frequencies and modal shapes of the system. Firstly, the reservoir and subsequently the dam is modeled by classical 8-node elements and the natural frequencies plus modal shapes are calculated. Afterwards, a new 21-node element is introduced and the same procedure is conducted in which an efficient method is employed to carry out the integration operations. Finally, the coupled dam-reservoir system is modeled by solely one 21-node element and the free vibration of dam-reservoir interaction system is investigated. As an important result, it is clearly concluded that the one high-order element treats more precisely than the eight-node elements, since the first one utilizes fifth-degree polynomials to construct the shape functions and the second implements polynomials of degree two.

• 한국화재소방학회논문지
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• 제21권1호
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• pp.98-105
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• 2007

본 연구에서는 소방 건축분야에 가장 많이 사용되는 배관인 배관용 탄소강관 및 이에 상응하는 스테인리스 강관을 분기배관으로 제작이 가능한지 여부를 상용유한요소프로그램(ABAQUS)을 이용하여 확인하였다. 이러한 배관을 분기배관으로 성형할 경우 심이 없는 배관 사용을 원칙으로 하고 배관에 심이 있는 경우 심과 정반대방향을 성형면으로 하여야 한다. 배관의 성형시 플러그의 경사면과 길이가 성형에 가장 큰 영향을 미치는 요소임을 알 수 있었다. 분기배관의 성형해석결과를 토대로 분기부분의 최소 높이와 두께를 제안했다.

• 한국화재소방학회논문지
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• 제20권4호
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• pp.19-25
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• 2006

본 논문에서는 소방용 스프링쿨러 분기관의 새로운 설계와 이의 제조 공정 기술을 제시한다. 기존의 세조각 분기관이 냉간단조 기술의 적용으로 한 조각의 분기관으로 개선되었다. 새로운 분기관의 냉간단조 공정은 강소성 유한요소법에 바탕을 둔 단조시뮬레이션 기술을 이용하여 최적화되었다. 적용연구를 통하여 제안된 시스템이 훨씬 경제적이고 구조적으로 안전함이 입증되었다.

• Structural Engineering and Mechanics
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• 제86권1호
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• pp.85-92
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• 2023

This article examines the seismic vulnerability of soil nail wall structures. Detailed information regarding finite element modeling has been provided. The fragility function evaluates the relationship between ground motion intensities and the probability of surpassing a specific level of damage. The use of incremental dynamic analysis (IDA) has been applied to the soil nail wall against low to severe ground motions. In the nonlinear dynamic analysis of the soil nail wall, a set of twenty seismic ground motions with varying PGA ranges are used. The numerical results demonstrate that the soil-nailed wall reaction is extremely sensitive to earthquake ground vibrations under different intensity measures (IM). In addition, the analytical fragility curve is provided for various intensity values.