• 콘크리트학회논문집
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• 제13권6호
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• pp.568-574
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• 2001

콘크리트 시험편에 대한 삼점휨실험을 실시하여 여러 실험에 대해 측정된 반응의 평균값을 계산하곤 계산된 평균거동으로부터 삼점휨 시험편이 완전히 파손될 때까지 연속적으로 성장하는 균열에 대한 파괴거동이 분석되었다. 이 연구에서 사용된 실험변수는 25.4mm와 6.4mm의 초기균열길이 그리고 2000sec와 20sec의 실험기간이며, 초기균열길이는 파괴진행대(FPZ) 크기의 영향과 시험편의 기하학적 특성 및 경계조건에 대한 영향을 분석하기 위한 것이다. 실험기간은 초기 크리프(creep)의 영향을 위해 설정되었으나, 이 연구의 하중점-변위 속도에서는 심각한 영향이 관측되지 않았다. 여러 실험의 평균 외부일로부터 평균하중이 계산되었으며, 변형률 게이지를 사용하여 평균 균열길이를 측정하였다. 최대하중 이전의 저항곡선은 파괴진행대의 크기에 대해 유사한 값을 보였다. 그러나 최대하중 직후에는 초기균열의 크기에 관계없이 0.088~0.154mm의 하중점-변위에서 88mm의 불안정 균열성장이 발생되었으며, 평균 파괴에너지율 $G_{F}$$^{ave}$ = 115N/m은 이 불안정 균열성장 동안에 발생되었다. 균열길이 111mm에서 완전한 파괴진행대가 형성되었고, 25.4mm와 6.4mm의 초기균열길이에 대해 파괴진행대의 크기는 각각 86mm와 105mm이었다. 완전한 파괴진행대의 형성이후 저항곡선의 평균 파괴에너지율은 25.4mm와 6.4mm의 초기균열길이에 대해 각각 229N/m로 284N/m로 $G_{F}$$^{ave}$의 두 배 이상이었다.이었다.이었다.

• Structural Engineering and Mechanics
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• 제86권5호
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• pp.607-619
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• 2023

This study, it was tried to evaluate the asphalt behavior under tensile loading conditions through indirect Brazilian and direct tensile tests, experimentally and numerically. This paper is important from two points of view. The first one, a new test method was developed for the determination of the direct tensile strength of asphalt and its difference was obtained from the indirect test method. The second one, the effects of particle size and loading rate have been cleared on the tensile fracture mechanism. The experimental direct tensile strength of the asphalt specimens was measured in the laboratory using the compression-to-tensile load converting (CTLC) device. Some special types of asphalt specimens were prepared in the form of slabs with a central hole. The CTLC device is then equipped with this specimen and placed in the universal testing machine. Then, the direct tensile strength of asphalt specimens with different sizes of ingredients can be measured at different loading rates in the laboratory. The particle flow code (PFC) was used to numerically simulate the direct tensile strength test of asphalt samples. This numerical modeling technique is based on the versatile discrete element method (DEM). Three different particle diameters were chosen and were tested under three different loading rates. The results show that when the loading rate was 0.016 mm/sec, two tensile cracks were initiated from the left and right of the hole and propagated perpendicular to the loading axis till coalescence to the model boundary. When the loading rate was 0.032 mm/sec, two tensile cracks were initiated from the left and right of the hole and propagated perpendicular to the loading axis. The branching occurs in these cracks. This shows that the crack propagation is under quasi-static conditions. When the loading rate was 0.064 mm/sec, mixed tensile and shear cracks were initiated below the loading walls and branching occurred in these cracks. This shows that the crack propagation is under dynamic conditions. The loading rate increases and the tensile strength increases. Because all defects mobilized under a low loading rate and this led to decreasing the tensile strength. The experimental results for the direct tensile strengths of asphalt specimens of different ingredients were in good accordance with their corresponding results approximated by DEM software.

• 대한기계학회논문집A
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• 제40권3호
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• pp.253-258
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• 2016

입자강화복합재료를 이용하여 쐐기분열시험으로부터 얻은 파괴에너지, 균열진전 및 CTOD 에 대한 온도의 영향이 조사되었다. 이용된 재료는 고분자바인더, 산화제 및 알루미늄입자로 이루어져 있으며, 쐐기분열시편의 시험 속도는 50 mm/min 이고, 온도 조건은 $50^{\circ}C$, 상온, $-40^{\circ}C$, $-60^{\circ}C$이었다. 분열하중-CMOD 로부터 구한 파괴에너지는 $50^{\circ}C$에서 $-40^{\circ}C$까지 온도의 감소와 함께 증가한다. 또한 $-60^{\circ}C$에서 입자강화복합재료의 강도는 유리전이온도에 의해 급격히 증가하며 취성거동을 보였다. 그리고 디지털 이미지 상관법을 이용하여 균열 선단부근에 대한 변형률장이 분석되었다.

• Elastomers and Composites
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• 제33권5호
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• pp.335-344
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• 1998

본 연구에서는 군용 전투차량 궤도 패드용으로 사용되는 고무 배합물의 내크랙성 향상을 위해 기계적 물성이 우수한 천연고무를 이용하여 크랙 개시 저항성 즉, 인열 에너지와 크랙성장 저항성인 크랙 성장 속도를 평가하였다. 내크랙성에 영향을 주는 인자는 여러 가지가 있으나, 본 실험에서는 주로 충전제인 카본블랙과 가교 시스템을 평가하였다. 본 연구결과 촉진제의 함량이 황의 함량과 동일 할 때 내크랙성이 가장 우수하였다. 또한 카본블랙은 보강성이 우수한 hard black의 일종인 ISAF (N220)가 강도 및 가공성에서 가장 우수한 것으로 평가되었으며 적정 함량은 50phr이었다.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2009년도 추계학술대회 논문집
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• pp.231-234
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• 2009

Based on combined continuum-fracture mechanics, fracture criterion was utilized to predict impact performance of advanced high-strength steel sheets: 340R and TWIP940. The macro-crack propagation behavior at high stress triaxiality was characterized by V-notch tests while deformation behavior at high strain rate was characterized by simple tension tests with various cross head speeds. The characterized mechanical properties were incorporated into the FE program ABAQUS/Explicit to simulate the charpy impact tests, which showed good agreement with experiments.

• 비파괴검사학회지
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• 제5권2호
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• pp.22-33
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• 1986

The application and development of on-line monitoring technology of AE to surveillance of crack propagation will contribute to the structural integrity of reactor pressure vessel and piping system. This research has been performed in order to obtain the evaluation technology for source location of AE and the analysis for the AE signal of the welded specimen. AE is detected by 4-channels AE system during pressurization in small pressure vessels. The cracking of artificial defects can be accurately located and categorized in real time. The welded specimens have more events rate and higher amplitude than the weldless less specimens, and the events rate have a peak around the yield point and just before the failure under tensile test.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2003년도 춘계학술대회
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• pp.1349-1354
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• 2003

Ultrasonic Machining process is an efficient and economical means of precision machining on glass and ceramic materials. However, the mechanics of the process with respect to crack initiation and propagation, and stress development in the ceramic workpiece subsurface are still not well understood. In this research, we investigate the basic mechanism of chemical assisted ultrasonic machining(CUSM) of glass through the experimental approach. For the purpose of this study, we designed and fabricated the desktop micro ultrasonic machine. The feed is controlled precisely by using the constant load control system. During the machining experiment, the effects of HF(hydrofluoric acid) characteristics and machining condition on the surface roughness and the material removal rate are measured and compared.

• 대한기계학회논문집A
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• 제38권5호
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• pp.521-526
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• 2014

본 논문에서는 초기균열을 갖고 있는 폐포형 구조, 발포알루미늄의 축방향 기계적 거동을 실험 및 유한요소해석으로 연구하였다. 재료시험에서 MTS 사의 10kN Landmarks 를 사용하여, 모드 I 형상의 15mm/min 의 하중속도로 변위를 제어하였다. 또한 유한요소해석 범용프로그램인 ABAQUS 6.10 으로 3 차원 형상의 실험과 동일한 조건으로 모델을 구성하여 해석을 수행하였다. 실험의 축방향 변위-하중 그래프와 시간에 대한 균열 길이를 기반으로 에너지 해방률을 계산하였으며, 이 값을 해석에서 파손 에너지 조건으로 사용하였다. 결과적으로 변위 값에 따른 하중 거동을 확인할 수 있었으며, 발포알루미늄이 접착제에 비해 상대적으로 큰 밀도와 탄성계수를 가지므로 발포알루미늄의 변형이 상대적으로 작다는 것을 확인할 수 있었다.

• Corrosion Science and Technology
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• 제4권4호
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• pp.136-139
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• 2005

The effect of oxidation and hot corrosion on the solid particle erosion was investigated for hot-pressed silicon nitride using as-polished, pre-oxidized and pre-corroded specimens by molten sodium sulfates. Erosion tests were performed at 22, 500 and $900^{\circ}C$ using angular silicon carbide particles of mean diameter $100{\mu}m$. Experimental results show that solid particle erosion rate of silicon nitride increases with increasing temperature for as-polished or pre-oxidized specimens in consistent with the prediction of a theoretical model. Erosion rate of pre-oxidized specimens is lower than that of as-polished specimens at $22^{\circ}C$, but it is higher at $900^{\circ}C$. Lower erosion rate at $22^{\circ}C$ in the pre-oxidized specimens is attributed due to the blunting of surface flaws, and the higher erosion rate at $900^{\circ}C$ is due to brittle lateral cracking. Erosion rate of pre-corroded specimens decreases with increasing temperature. Less erosion at $900^{\circ}C$ than at $22^{\circ}C$ is associated with the liquid corrosion products sealing off pores at $900^{\circ}C$ and the absence of inter-granular crack propagation observed at $22^{\circ}C$.

• KCI Concrete Journal
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• 제12권1호
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• pp.57-68
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• 2000

The effect of structure size on the nominal strength of unidirectional fiber-polymer composites, failing by propagation of a kink band with fiber microbuckling, is analyzed experimentally and theoretically. Tests of novel geometrically similar carbon-PEEK specimens, with notches slanted so as to lead to a pure kink band (without shear or splitting cracks), are conducted. The specimens are rectangular strips of widths 15.875, 31.75. and 63.5 mm (0.625, 1.25 and 2.5 in and gage lengths 39.7, 79.375 and 158.75 mm (1.563, 3.125 and 6.25 in.). They reveal the existence of a strong (deterministic. non-statistical) size effect. The doubly logarithmic plot of the nominal strength (load divided by size and thickness) versus the characteristic size agrees with the approximate size effect law proposed for quasibrittle failures in 1983 by Bazant This law represents a gradual transition from a horizontal asymptote, representing the case of no size effect (characteristic of plasticity or strength criteria), to an asymptote of slope -1/2 (characteristic of linear elastic fracture mechanics. LEFM) . The size effect law for notched specimens permits easy identification of the fracture energy of the kink bandand the length of the fracture process zone at the front of the band solely from the measurements of maximum loads. Optimum fits of the test results by the size effect law are obtained, and the size effect law parameters are then used to identify the material fracture characteristics, Particularly the fracture energy and the effective length of the fracture process zone. The results suggest that composite size effect must be considered in strengthening existing concrete structural members such as bridge columns and beams using a composite retrofitting technique.