• Structural Engineering and Mechanics
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• 제85권4호
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• pp.511-529
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• 2023

This paper aims to better understand the bonding behavior in Reinforced Concrete beams strengthened with an Ultra-High Performance Fiber Reinforced Concrete (RCUHPFRC) layer on the compression side using experimental tests and numerical analyses. The UHPFRC mix design was obtained through an optimization procedure, and the characterization of the materials included compression and slant shear tests. Flexural tests were carried out in RC beams and RC-UHPFRC beams. The tests demonstrated a debonding of the UHPFRC layer. In addition, 3D finite element analyses were carried out in the Abaqus CAE program, in which the interface is modeled considering a zero-thickness cohesive-contact approach. The cohesive parameters are investigated, aiming to calibrate the numerical models, and a sensitivity analysis is performed to check the reliability of the assumed cohesive parameters and the mesh size. Finally, the experimental and numerical values are compared, showing a good approximation for both the RC beams and the RC strengthened beams.

• 암석학회지
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• 제6권2호
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• pp.133-149
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• 1997

옥천화강암 주변의 변성니질암에서는 관입체에 가까워 지면서 변성정도가 흑운모대에서 홍주석대를 거쳐 규선석대로 증가한다. 그리고 보은화강암 남서부 주변 변성염기성암에서는 관입체에 가까워지면서 녹색편암상-각섬암상 점이대에서 각섬암상대를 거쳐 상부각섬암상대로 변성정도가 증가한다. 보은화강암 근접부인 도이리 부근에서 규선석과 홍주석을 포함하는 광물군이 화강암 경계부로부터 500m 이내에 위치한 변성니질암에서 관찰된다. 이러한 연구결과는 보은화강암과 옥천화강암이 주변지역에 저압형의 접촉 변성작용을 야기시켰음을 지시한다. 옥천화강암 주변에서 석류석을 포함하는 홍주석대 시료로부터 계산된 온도-압력 조건은 $540{\pm}40^{\circ}C, 2.8{\pm}0.9$ kb이며 보은화강암 주변 상부각섬암상대의 변성염기성암으로부터 추정된 접촉변성 작용시의 온도는 $698{\pm}28^{\circ}C$이다. 보은화강암 주변의 변성염기성에서 나타나는 각섬석과 사장석의 성분은 매우 넓은 범위를 갖는데 이는 각섬석과 사장석의 불혼합구간과 불완전한 변성반응에 의해 잔류된 불안정한 성분에 기인한다. 변성정도가 증가하면서 안정된 각섬석과 사장석의 성분범위는 불혼합구간의 소멸에 의해 줄어든다. 보은화강암과 옥천화강암에 의한 접촉변성 작용시 주변암에 야기된 열적변화는 2차원의 유한차분법을 이용한 CONTACT2 프로그램을 이용하여 이론적으로 계산되었다. 이론적인 계산을 위해 보은화강암의 경우 화강암의 변의 길이가 20 km인 삼각형을 그리고, 옥천화강암의 경우 지름이 10 km인 원을 관입형태로 가정하였다. 이론적인 계산결과를 화강암 주변의 변성암에서 계산된 결과와 비교하여 보면 예상되는 관입온도는 옥천화강암 경우는 $800^{\circ}C$ 그리고 보은화강암의 경우는 $1000^{\circ}C$ 보다 높았을 것으로 추정된다. 하지만 옥천 및 화강암 관입시기에 연구지역의 지온 상승률이 일반 대륙지각에서의 지온 상승률보다 높았을 경우 관입온돈느 $800^{\circ}C$와 $1000^{\circ}C$ 보다 낮을 수 있다.

• 방사성폐기물학회지
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• 제17권3호
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• pp.313-319
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• 2019

A-KRS는 한국원자력연구원에서 개발한 파이로프로세싱 처리된 폐기물을 처분하는 개념이다. 고준위 방사성폐기물은 파이로프로세싱에 의하여 최소화되며, 최종 발생된 고준위 방사성폐기물은 모나자이트 세라믹 폐기물 형태로 제조된다. 모나자이트 세라믹 폐기물은 처분공에 영구 처분되어 열을 발생시킨다. 발생된 열은 폐기물을 보호하는 캐니스터 및 완충재의 온도를 상승시켜 설계 기준을 초과 시킬 수 있다. 온도는 처분공 간의 거리로 조절 가능하며 한국원자력연구원에서 해석한 바 있다. 한국원자력연구원에서 해석한 경계조건은 완벽 접촉을 가정한 것이기 때문에, 최초 처분 시에 발생하는 간격에 의해 발생하는 열 저항에 의한 온도 분포는 알 수 없다. 이를 보완하기 위하여, 본 논문에서는 최초 처분 시 존재하는 간격에 의한 열 전달 해석을 수행하였다. 또한 발열체와 캐니스터 간의 공극을 추가하여 온도 분포 해석을 수행하였다. COMSOL 전산해석 소프트웨어를 이용하여 열전달 해석을 수행하였다.

• 한국농업기계학회:학술대회논문집
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• 한국농업기계학회 2017년도 춘계공동학술대회
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• pp.17-17
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• 2017

In electric agricultural machine the gearhead is needed to convert the high speed low torque rotation motion generated by DC motor to lower speed high torque motion used by the vehicle. The gearhead consist of several spur gears works as reduction gears. Spur gear have straight tooth and are parallel to the axis of the wheel. Spur gears are the most easily visualized gears that transmit motion between two parallel shafts and easy to produce. The modeling and simulation of spur gears in DC motor gearhead is important to predict the actual motion behavior. A pair of spur gear tooth in action is generally subjected to two types of cyclic stress: contact stress and bending stress including bending fatigue. The stress may not attain their maximum values at the same point of contact fatigue. These types of failure can be minimized by analysis of the problem during the design stage and creating proper tooth surface profile with proper manufacturing methods. To improve its life expectation in this study modal and stress analysis of gearhead is simulated using ansys work bench software based on finite element method (FEM). The modal analysis was done to understand gearhead deformation behaviour when vibration occurs. FEM static stress analysis is also simulated on gearhead to simulate the gear teeth bending stress and contact stress behavior. This methodology serves as an approach for gearhead design evaluation, and the study of gear stress behavior in DC motor gearhead which is needed in the small workshop scale industries.

• 상하수도학회지
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• 제34권3호
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• pp.183-190
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• 2020

Although membrane bio-reactor (MBR) has been widely applied for wastewater treatment plants, the membrane fouling problems are still considered as an obstacle to overcome. Thus, many studies and commercial developments on mitigating membrane fouling in MBR have been carried out. Recently, high voltage impulse (HVI) has gained attention for a possible alternative technique for desalting, non-thermal sterilization, bromate-free disinfection and mitigation of membrane fouling. In this study, it was verified if the HVI could be used for mitigation of membrane fouling, particularly the internal pore fouling in MBR. The HVI was applied to the fouled membrane under different conditions of electric fields (E) and contact time (t) of HVI in order to investigate how much of internal pore fouling was reduced. The internal pore fouling resistance (R_f) after HVI induction was reduced as both E and t increased. For example, R_f decreased by 19% when the applied E was 5 kV/cm and t was 80 min. However, the R_f decreased by 71% as the E increased to 15 kV/cm under the same contact time. The correlation between E and t that needed for 20% of R_f reduction was modeled based on kinetics. The model equation, E^1.54t = 1.2 × 10³ was obtained by the membrane filtration data that were obtained with and without HVI induction. The equation states the products of En and t is always constant, which means that the required contact time can be reduced in accordance with the increase of E.

• 대한기계학회논문집A
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• 제40권12호
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• pp.1077-1085
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• 2016

선형 롤러베어링은 하중이 크고 정밀성이 요구되는 이송장치를 지지하기 위해 광범위하게 사용되는 기계요소이다. 본 논문에서는 외력을 받는 선형 롤러베어링의 변위를 계산하기 위한 새로운 모델링 방법을 제시하였다. 먼저 LM 블록을 강체로 가정하여 롤러와 LM 블록의 지배방정식을 유도하였고 Newton-Raphson법을 이용해 계산하였다. 롤러와 레이스 사이의 접촉하중은 롤러의 형상을 고려하여 슬라이싱 기법을 이용하여 계산하였다. 강체 LM 블록 모델에 의해 계산된 접촉하중을 활용하여 LM 블록의 구조적 변형을 유한요소 모델로부터 계산하였다. 최종적인 변위는 강체 LM 블록을 가정한 모델로부터 계산된 변위와 LM 블록 구조해석 결과를 조합하여 도출하였다. 제안된 방법에 의한 결과와 베어링 제작 업체 프로그램 결과와의 비교를 통해 제안된 방법을 검증하였다.

• 지역연구
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• 제35권1호
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• pp.19-31
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• 2019

본 연구의 목적은 국민정체성과 위협의식이 다문화 수용성에 미치는 영향과 접촉이론이 실제로 작동하는지를 분석하는 것이다. 분석을 위해 '2013년 한국종합사회조사' 자료를 이용하였으며, 구조방정식 모형을 활용하여 외국인 밀집지역 거주 여부에 따른 비교분석을 실시하였다. 분석 결과, 국민정체성은 다문화수용성에 직접적인 영향을 미치지 않으며, 위협의식이 국민정체성과 다문화수용성 간 관계에서 사이에서 완전한 매개효과를 갖는 것으로 나타났다. 또한, 다문화수용성에 대한 위협의식의 부정적인 효과는 외국인 밀집지역에 거주하는 집단에서 더 큰 것으로 나타났다. 분석 결과를 통해 본 연구는 외국인에 대한 위협의식을 줄이기 위한 다문화 인식교육이 필요하며, 외국인과 한국인 간 접촉으로 인해 발생하는 갈등을 예방하고 조정하는 지역사회 및 공동체 차원의 프로그램이 필요하다는 정책적 시사점을 제시한다.

• Computers and Concrete
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• 제23권1호
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• pp.61-68
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• 2019

This paper presents a computational rational model to predict the ultimate and optimized load capacity of reinforced concrete (RC) beams strengthened by a combination of longitudinal and transverse fiber reinforced polymer (FRP) composite plates/sheets (flexure and shear strengthening system). Several experimental and analytical studies on the confinement effect and failure mechanisms of fiber reinforced polymer (FRP) wrapped columns have been conducted over recent years. Although typical axial members are large-scale square/rectangular reinforced concrete (RC) columns in practice, the majority of such studies have concentrated on the behavior of small-scale circular concrete specimens. A high performance concrete, known as polymer concrete, made up of natural aggregates and an orthophthalic polyester binder, reinforced with non-metallic bars (glass reinforced polymer) has been studied. The material is described at micro and macro level, presenting the key physical and mechanical properties using different experimental techniques. Furthermore, a full description of non-metallic bars is presented to evaluate its structural expectancies, embedded in the polymer concrete matrix. In this paper, the mechanism of mechanical interaction of smooth and lugged FRP rods with concrete is presented. A general modeling and application of various elements are demonstrated. The contact parameters are defined and the procedures of calculation and evaluation of contact parameters are introduced. The method of calibration of the calculated parameters is presented. Finally, the numerical results are obtained for different bond parameters which show a good agreement with experimental results reported in literature.

• 한국정밀공학회지
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• 제3권1호
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• pp.40-49
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• 1986

Crack, craze and void are common defects which may be found in the bulk of polymeric materials such as either themoplastics or thermosets. The healing phenomena, autohesion, of these defects are known to be a intrinsic material property of various polymeric materials. However, only a few experimental and theoretical investigations on crack, void and craze healing phenomena for various polymeric materials have been reported up to date [1, 2, 3]. This may be partly due to the complications of healing processes and lacking of appropriate theoretical developments. Recently, some investigators have been urged to study the healing phenomena of various polymenic materials since the significance of the use of polymer based alloys or composites has been raised in terms of specific strength and energy saving. In the earlier published reports [1, 2, 3, 4], the crack and void healing velocity, healing toughness and some other healing mechanical and physical properties were measured experimentally and compared with predicted values by utilizing a simple model such as the reptation model under some resonable assumptions. It seems, however, that the general acceptance of the proposed modeling analyses is yet open question. The crack healing processes seem to be complicate and highly dependent on the state of virgin material in terms of mechanical and physical properties. Furthermore, it is also strongly dependent on the histories of crack, craze and void development including fracture suface morphology, the shape of void and the degree of disentanglement of fibril in the craze. The rate of crack healing may be a function of environmental factors such as healing temperature, time and pressure which gives different contact configurations between two separated surfaces. It seems to be reasonable to assume that the crack healing processes may be divided in several distinguished steps like stress relaxation with molecular chain arrangement, surface contact (wetting), inter- diffusion process and com;oete healing (to obtain the original strength). In this context, it is likely that we no longer have to accept the limitation of cumulative damage theories and fatigue life if it is probable to remove the defects such as crack, craze and void and to restore the original strength of polymers or polymer based compowites by suitable choice of healing histories and methods. In this paper, we wish to present a very simple and intuitive theoretical model for the prediction of healed fracture toughness of cracked or defective polymeric components. The central idea of this investigation, thus, may be the modeling of behavior of chain molecules under healing conditions including the effects of chain scission on the healing processes. The validity of this proposed model will be studied by making comparisons between theoretically predicted values and experimentally determined results in near future and will be reported elsewhere.

• Structural Engineering and Mechanics
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• 제12권2호
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• pp.201-214
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• 2001

Four finite element (FE) models are examined to find the one that best estimates moment-rotation characteristics of top- and seat-angle with double web-angle connections. To efficiently simulate the real behavior of connections, finite element analyses are performed with following considerations: 1) all components of connection (beam, column, angles and bolts) are discretized by eight-node solid elements; 2) shapes of bolt shank, head, and nut are precisely taken into account in modeling; and 3) contact surface algorithm is applied as boundary condition. To improve accuracy in predicting moment-rotation behavior of a connection, bolt pretension is introduced before the corresponding connection moment being surcharged. The experimental results are used to investigate the applicability of FE method and to check the performance of three-parameter power model by making comparison among their moment-rotation behaviors and by assessment of deformation and stress distribution patterns at the final stage of loading. This research exposes two important features: (1) the FE method has tremendous potential for connection modeling for both monotonic and cyclic loading; and (2) the power model is able to predict moment-rotation characteristics of semi-rigid connections with acceptable accuracy.