• 대한기계학회논문집
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• 제18권9호
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• pp.2374-2385
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• 1994

SiCw/Al composite material is especially attractive because of their superior specific strength, specific stiffness, corrosion fatigue resistance, creep resistance, and wear resistance compared with the corresponding wrought Al alloy. In this study, Fatigue crack growth behavior and fatigue crack path morphology(FCPM) of SiC whisker reinforced Al 6061 alloy with 25% SiC volume fraction and Al 6061 allay were performed. Result of the fatigue crack growth test sgiwed that fatigue crack growth rate of SiCw/Al 6061 composite was slower than that of Al 6061 matrix therefore it was confirmed that Sic whisker have a excellent fatigue resistance. And Al 6061 matrix had only FCPM perpendicular to loading direction. On the other hand SiCw/Al 6061 composite had three types in fatigue crack path morphology. First type is that both sides FCPM of artificial notch are perpendicular to loading direction. Second type is that a FCPM in artifical notch has slant angle to loading direction and the other side FCPM is perpendicular to loading direction. Third type is that both sides FCPM of notch have slant angle to loading direction. It was considered that this kinds of phenomena were due to non-uniform distribution of SiC whisker and confirmed by SEM observation for fracture mechanism study.

• 한국재료학회지
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• 제15권1호
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• pp.6-13
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• 2005

Copper based leadframe sheets were immersed in two kinds of hot alkaline solutions to form brown-oxide or blackoxide layer on the surface. The oxide-coated leadframe sheets were molded with epoxy molding compound (EMC). After post mold curing, the oxide-coated EMC-leadframe joints were machined to form sandwiched double-cantilever beam (SDCB) specimens. The SDCB specimens were used to measure the fracture toughness of the EMC/leadframe interfaces under quasi-Mode I loading conditions. After fracture toughness testing, the fracture surface were analyzed by various equipment to investigate failure path. An adhesion model was suggested to explain the failure path formation. The adhesion model is based on the strengthening mechanism of fiber-reinforced composite. The present paper deals with the introduction of the adhesion model. The explanation of the failure path with the proposed adhesion model was introduced in the companion paper.

• 한국산업융합학회 논문집
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• 제27권4_2호
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• pp.973-980
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• 2024

Dependence of dynamic fracture path on loading velocity was observed from experimental results based on the three point bending fracture in cast iron. In this study, 3D and 2D numerical simulations are used to evaluate singular stress fields near crack tip and fracture mechanics parameters. Moving finite element technique, 2D and 3D Delauney automatic mesh generation and contact-noncontact evaluation is introduced into the numerical method. Dynamic fracture thoughness is decreased with increase of impact loading velocity. Fracture mode-ratio corresponds to initial kink angle of fracture path. The numerical result shows that the maximum hoop stress criterion cannot be applied to dynamic fracture of cast iron.

• 제어로봇시스템학회논문지
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• 제11권9호
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• pp.816-821
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• 2005

The remote operation of $4\~5$ cranes for container loading/unloading at a port by one operator will dramatically improve loading/unloading efficiency through productivity increase, cost reduction, and so on. This study develops a remote crane control system for container loading/unloading yard cranes. First, a wireless video and audio system to transmit views and sounds of the working field is designed by using 3 web cameras and a microphone. Next, a RSVP-based multi-path reservation method is presented with a view to improving the quality of service in the communication network for remote control. Simulation results show that a RSVP-based multi-path reservation can enhance the reservation success rate in the TCP/IP network.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.411-416
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• 2000

The behavior of high strength reinforced concrete columns subjected to uniaxal reversal loading and biaxial reversal circle path loading was investigated. Four full scale test specimens were tested. All specimens were adopted cantilever type, in order that the critical region is to locate only at the bottom of column. The parameters studied were transverse reinforcement ratio, uniaxial lateral loading and biaxial lateral loading. The damage features of columns by the biaxial loading are different from those of the uniaxial loading, However, the maximum strength and the draft angle at maximum strength were almost the same under uniaxial and biaxial loading. The transverse reinforcement under biaxial loading was very effective for increasing ductility of specimens.

• 콘크리트학회논문집
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• 제13권3호
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• pp.251-260
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• 2001

반복하중을 받는 철근콘크리트 보의 연성능력을 예측하기 위하여 철근콘크리트 보의 부재 축방향 변형률 ミx값의 예측이 필요하다. 가력이력이 다른 9개의 철근콘크리트 보의 실험에 의하면 축방향 변형률 $\varepsilon$$_{x}$는 부재 회전각과 하중이력에 의하여 큰 영향을 받는다 이 논문에서는 하중이력의 영향을 평가할 수 있는 $\varepsilon$$_{x}$의 모델 및 평가식이 제안되었다. 연구에서는 단면 해석법을 통하여 하중이력에 따른 $\varepsilon$$_{x}$의 변화를 고찰한 후, 단면해석과 실험결과를 근거로 하여 $\varepsilon$$_{x}$의 모델을 제안하였다. 제안된 모델은 부재 축방향 변형률을 다음의 4가지 경로로 구분하였다. 경로 1 : 휨항복 이전 또는 제하(除荷)시 $\varepsilon$$_{x}$의 기울기의 증감(增減)률은 동일하다. 경로 2 : 휨항복 이후 $\varepsilon$$_{x}$는 급격히 증가한다. 경로 3 : 사인장 균열의 폭이 닫혀지는 미끌림 구간으로 $\varepsilon$$_{x}$는 변화하지 않는다. 경로 4 : 동일한 부재 회전각 R$_{m}$ 에서 반복하중을 받을 경우 $\varepsilon$$_{x}$는 반복하중의 수에 반비례하여 증가한다. 부재 축방향 변형률을 예측하기 위하여 제안된 식은 하중이력이 다른 9개 철근콘크리트 보의 실제 $\varepsilon$$_{x}$값을 최대 15% 차이에서 추적하였고, 하중이력의 차이에 의한 $\varepsilon$$_{x}$값의 변화를 평가하였다.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2004년도 추계학술대회 논문집
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• pp.487-490
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• 2004

In this paper, we investigated the characteristics of initiation and propagation behavior for fatigue crack observed by changing various shapes of initial crack and magnitudes of loading in modified compact tension shear(CTS) specimen subjected to shear loading. In the low-loading condition, the secondary fatigue crack was created in the notch root due to friction on the pre-crack face grew to a main crack. In the high-loading condition, fatigue crack under shear loading propagated branching from the pre-crack tip. Influenced by the shear loading condition, fatigue crack propagation retardation appeared in the initial propagation region due to the reduction of crack driving force and friction on crack face. In both cases, however, fatigue cracks grew in tensile mode type. The propagation path of fatigue crack under the Mode II loading was 70 degree angle from the initial crack regardless of its shape and load magnitude.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 춘계학술대회
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• pp.302-307
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• 2004

This paper reviewed characteristics of fatigue crack behavior observed by changing various shapes of initial crack and magnitudes of loading in compact tension shear(CTS) specimen subjected to shear loading. In the high-loading condition, fatigue crack under shear loading propagated branching from the pre-crack tip. Meanwhile, the secondary fatigue crack in the low-loading condition which was created in the notch root due to friction on the pre-crack face grew to a main crack. Influenced by the mode II loading condition, fatigue crack propagation retardation appeared in the initial propagation region due to the reduction of crack driving force and friction on crack face. In both cases, however, fatigue cracks grew in tensile mode type. Propagation path of fatigue crack under the shear loading was 70 degree angle from the initial crack regardless of its shape and load magnitude.

• 콘크리트학회논문집
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• 제19권3호
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• pp.341-350
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• 2007

철근콘크리트 적층 쉘 요소에 압력 증분을 추가 자유도로 갖는 압력 절점을 추가하여 쉘 구조물의 체적 제어를 통해 비선형해석을 하는 체적제어법은 기존의 유한요소해석 기법인 하중제어법과 변위제어법이 갖는 한계를 극복하기 위해 개발된 방법이다. 본 연구에서는 개선된 체적제어법을 통해 다양한 하중을 받는 철근콘크리트 중공형 기둥 구조물의 경로의존적 거동을 효과적으로 분석하기 위해 역반복하중을 받는 철근콘크리트 중공형 기둥 구조물과 횡하중과 축력을 동시에 받는 철근콘크리트 중공형 기둥 구조물 등에 대한 비선형해석을 수행하였으며, 실험 결과 및 해석 결과와의 비교를 통해 유한요소해석 기법으로서의 체적제어법의 적용성 및 타당성을 입증하였다.

• Structural Engineering and Mechanics
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• 제85권5호
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• pp.665-677
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• 2023

In the present study, the limit point buckling and postbuckling behaviors of sinusoidal, shallow arches with pinned supports subjected to localized sinusoidal loading, based on the Euler-Bernoulli beam theory, are numerically analyzed. There are some studies on the buckling of sinusoidal shallow arches under the effect of sinusoidal loading. However, in these studies, the sinusoidal loading acts along the horizontal projection of the entire shallow arch. No study has been found in the relevant literature pertaining to the stability of the shallow arches subjected to various lengths of sinusoidal loading. Therefore, the purpose of this paper is to contribute to the literature by examining the effect of the length of the localized sinusoidal loading and the initial rise of the shallow arch on the limit point buckling and postbuckling behaviors. Equilibrium paths corresponding to certain values of the length of the localized sinusoidal loading and various values of the initial rise parameter are presented. It has been observed that the length of the sinusoidal loading and the initial rise parameter affects the transition from no buckling to limit point instability remarkably. The deformed configurations of the sinusoidal shallow arch under localized loading regarding buckling and postbuckling states are illustrated, as well. The effects of the length of the localized sinusoidal loading on the internal forces of the shallow arch are investigated during various stages of the loading.