• 한국소성가공학회:학술대회논문집
• /
• 한국소성가공학회 2006년도 춘계학술대회 논문집
• /
• pp.168-171
• /
• 2006

Hot deformation behavior of A350 LF2 alloy was characterized by compression tests in the temperature range of 800-$1250^{\circ}C$ and the strain rate range of $0.001-10s^{-1}$. The microstructural evolution during hot compression was investigated and deformation mechanisms were analyzed by constructing processing map. Processing maps were generated using the dynamic material model (DMM). The combination of dynamic material model and Ziegler's instability criterion was applied to predict an optimum condition and unstable regions for hot forming.

• 한국소성가공학회:학술대회논문집
• /
• 한국소성가공학회 1999년도 춘계학술대회논문집
• /
• pp.249-252
• /
• 1999

A numerical analysis was perfomed to predict flow curves and dynamic recrystallization behaviors of Al-5%Mg alloy on the basis of results of hot compression tests. The hot compression tests were carried out in the ranges of 350-50$0^{\circ}C$ and 5$\times${{{{ {10 }^{-3 } }}}}~3$\times${{{{ {10 }^{0 } }}}}/sec to obtain the Zener-Hollmon parameter. In the modelling equation the effects os strain hardening and dynamic recrystallization were taken into consideration. A model for predicting the evolution of microstructure in Al-5%Mg alloy during thermomechanical processing was developed in terms of dynamic recrystallization phenomena, The microstructure model was combined with finite element modeling(FEM) to predict microstructure development Model predictions showed good agreement with microstructures obtained in compression tests.

• Journal of the Korean Wood Science and Technology
• /
• 제42권5호
• /
• pp.563-570
• /
• 2014

Two transversely isotropic plasticity-based models for wood, derived from the standard compression properties and the embedment properties were investigated for suitability of application for bolted connections. It was found that the conventional connection models involving the compression properties were incapable of simulating the real behaviour of the connections because the compression properties provided too stiff foundation to represent embedding behaviour of wood under the bolt. However, wood foundation-based connection model that was newly developed using the bolt embedment properties showed good agreement with the actual behaviour of bolted connections.

• 콘크리트학회논문집
• /
• 제12권6호
• /
• pp.57-66
• /
• 2000

The truss analogy for the analysis of beam-columns subjected of shear and flexure is limited by the contribution of transverse and longitudinal steel and diagonal concrete compression struts. However, it should be noted that even though the behavior of reinforced concrete beam-columns after cracking can be modeled with the truss analogy, they are not perfect trusses but still structural elements with a measure of continuity provided by a diagonal tension field. The mere notion of compression field denotes that there should be some tension field coexisting perpendicularly to it. The compression field is assumed to form parallel to the crack plane that forms under combined flexure and shear. Therefore, the concrete tension field may be defined as a mechanism existing across the crack and resisting crack opening. In this paper, the effect of concrete tensile properties on the shear strength and stiffness of reinforced concrete beam-columns is discussed using the Gauss two-point truss model. The theoretical predictions are validated against the experimental observations. Although the agreement is not perfect, the comparison shows the correct trend in degradation as the inelasticity increases.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2001년도 춘계학술대회논문집A
• /
• pp.652-657
• /
• 2001

Densification behavior of aluminum alloy(A16061) powder was investigated under cold compaction. Experimental data were obtained under triaxial compression with various loading conditions. A special form of the Cap model was proposed from experimental data of A16061 powder under triaxial compression. The proposed yield function and several yield functions in the literature were implemented into a finite element program (ABAQUS) to compare with experimental data for densification behavior of A16061 powder under cold isostatic pressing and die compaction. The agreement between finite element calculations from the proposed yield function and experimental data is very good under cold isostatic pressing and die compaction.

• 대한기계학회논문집A
• /
• 제26권1호
• /
• pp.95-104
• /
• 2002

Densification behavior of aluminum alloy(A16061) powder was investigated under cold compaction. Experimental data were obtained under triaxial compression with various loading conditions. A special form of the Cap model was proposed from experimental data of A16061 powder under triaxial compression. The proposed yield function and several yield functions in the literature were implemented into a finite element program (ABAQUS) to compare with experimental data for densifcation behavior of A16061 powder under cold isostatic pressing and die compaction. The agreement between finite element calculations from the proposed yield function and experimental data is very good under cold isostatic pressing and die compaction.

• Structural Engineering and Mechanics
• /
• 제81권4호
• /
• pp.481-492
• /
• 2022

Cycloidal ball planetary transmission (CBPT) has many applications as precision reducer, such as precision machinery and automation drive systems etc. The traditional analytical model of CBPT cannot accurately describe the change of the normal force of meshing points, and thus cannot describe the precise transmission process of meshing pairs. In the paper, a method for deriving the normal force equation is put forward by using the non-linear relationship between force and deformation in elastic mechanics. The two-point contact analytical models of all the meshing pairs are established to obtain the micro-displacement analytical model of CBPT under axial pre-tightening. Then, the non-real-time two-point contact analytical models of all the meshing pairs are further constructed to obtain the normal force expression to determine the critical compression coefficients. Experimental investigations are performed to verify the analytical model using the critical compression coefficients.

• 방송공학회논문지
• /
• 제9권3호
• /
• pp.246-256
• /
• 2004

본 논문에서는 새로운 무손실 영상 압축 알고리즘을 제안한다. 무손실 영상 압축(Lossless Image Compression)은 Prepress Industry, Remote Sensing, Image archival system과 같이 정확성과 정밀도를 요하는 분야에서 사용된다 무손실 영상 압축은 원 영상와 복원 영상가 완전히 일치하여 품질을 그대로 유지할 수 있으나. 압축 효율 면에서는 만족할 만한 효과를 볼 수 없다. 기존의 대표적인 무손실 영상 압축 방법으로는 CALIC과 JPEG-LS이 있다. CALIC은 높은 압축률을 나타내지만, 3-PASS의 선처리과정을 요구하여 복잡도가 높아지는 단점이 있는 반면 JPEG-LS는 압축률에서 CALIC에 못 미치지만 복잡도가 낮아 부호화/복호화 과정이 빠르며 이 분야의 표준으로 지정되어 있다. 본 논문에서 제안한 영창 적응형 무손실 영상 압축기술은 다수의 예측기를 통해 현재 화소에 가장 적절한 오차값을 예측하였다. 또한, 산술 부호화(arithmetic coding)시 다수의 심볼 확률 모델을 사용함으로써, 단일 모델을 이용하는 방식에 비해 압축 효율을 향상시켰다. 다중 모델을 이용하는 방식은 본 논문에서 제안한 방식뿐만 아니라, 다른 무손실 영상 압축방법에도 그대로 적용이 가능하다. 실험 결과, JPEG-LS보다 약 5％의 압축 효율 향상이 있었다. 또한 CALIC과는 압축효율이 같거나 근소한 우위를 나타냈다.

• 방송공학회논문지
• /
• 제2권2호
• /
• pp.136-145
• /
• 1997

일반적으로 3차원 메시 모델은 많은 정점(vertex)과 다각형으로 이루어져 있을 뿐만 아니라 정점 위치 각각은 3차원 좌표에서 세 개의 32비트 부동소수점수로 표현되기 때문에, 모델을 표현하기 위해 필요한 데이터 량은 매우 많다. 따라서 3차원 모델을 효과적으로 저장 및 전송하기 위한 압축 기법은 필수적으로 요구된다. 이를 위해 본 논문에서는 예측 잉여신호 벡터 양자화를 이용한 3차원 모델 압축 기법을 제안한다. 기본적인 개념은 3D 모델을 이루는 서로 인접한 정점 위치들간에 존재하는 높은 상관도와 정점 위치 자체가 지니는 벡터 특성에 근거한다. 실험 결과에 따르면 제안한 방법이 기존의 압축 방법에 비해 높은 압축율을 얻을 수 있으며 정점 위치 정보를 점진적으로 전송할 수 있는 장점을 지닌다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2009년도 춘계 학술발표회
• /
• pp.58-63
• /
• 2009

Biaxial compression test was conducted on a transversely isotropic synthetic jointed rock model for the understanding of the fracture behaviors of a sedimentary or metamorphic rocks with well developed bedding or foliation in uni-direction. The joint angles employed for the model are 30, 45, and 60 degrees to the horizontal, and the synthetic rock mass was made of early strength cement. From the biaxial compression test, initiation propagation of tensile cracks at norm to the joint angle was found. The propagated tensile cracks eventually developed rock blocks, which was dislodged from the rock mass. Furthermore, the propagation process of the tensile cracks varies with joint angle: lower joint angle model shows more stable and progressive tensile crack propagation. The experiment results were validated from the simulation by using discrete element method PFC 2D. From the simulation, as has been observed from the test, a rock mass with lower joint angle produces wider damage region and rock block by tensile cracks. In addition, a rock model with lower joint angle shows a progressive tensile cracks generation around the opening from the investigation of the interacted tensile cracks.