• 콘크리트학회논문집
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• 제16권6호
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• pp.851-858
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• 2004

본 연구는 디스크로 콘크리트의 파괴인성을 구하는 경우에, 적절한 디스크의 크기(직경, 두께) 및 노치 길이 비를 제안하기 위해서 다양한 크기의 디스크와 RILEM 3점 휨 보의 파괴인성을 비교하였다. 또한 이렇게 정해진 디스크에 대하여 디스크의 노치 경사를 변화시키는 방법으로 혼합모드 응력확대계수를 조사하였다. 실험에 사용된 콘크리트의 압축강도는 44.9MPa이었으며 모드 I 시험에 사용된 디스크의 직경은 200, 300, 400mm 두께는 75, 100, 125mm, 노치 길이 비 a/R은 0.3, 0.4, 0.5, 0.6이고 혼합모드 시험에 사용된 치수는 직경이 300mm, 두께는100mm 노치 길이 비 a/R은 0.3, 0.4, 0.5, 0.6이었다. 디스크의 응력확대계수는 유한요소해석(FEA), 5개항 근사법, 소균열 근사법, Fowell & Xu의 방법으로 구하고 각각의 결과를 서로 비교하여 해석방법의 타당성을 조사하였다. 모드 I 실험 결과 디스크의 직경 D가 300mm이고 두께 t가 100mm일 때의 파괴인성 $K_{IC}$ 값이 RILEM 3점 휨 시험의 결과에 가장 근접하여 디스크 시험으로 파괴인성치를 쉽게 구할 수 있음을 알 수 있었다. 또한 디스크 시편은 혼합모드 파괴의 연구 및 시험에 유용함을 알 수 있었다.

• 한국정밀공학회지
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• 제27권8호
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• pp.76-83
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• 2010

Metallic sandwich panels with pyramidal truss structures are high-stiffness and high-strength materials with low weight. In particular, bulk structures have enough space for additional multi-functionalities. In this work, in order to fabricate 3-D structures efficiently, Layered Manufacturing Method (LMM) which was composed of three steps, including crimping process, stacking process and bonding process using rapid infrared brazing, was proposed. The joining time was drastically reduced by employing infrared brazing of which heating rate and cooling rate were faster than those of conventional furnace brazing. By controlling the initial cooling rate slowly, the bonding strength was improved up to the level of strength by conventional vacuum brazing. The observation of infrared brazed specimens by optical microscope and SEM showed no defect on the joining sections. The experiments of 1-layered pyramidal structures and 2-layered pyramidal structures subject to 3-point bending were conducted to determine structural advantages of multilayered structures. From the results, the multi-layered structure has superior mechanical properties to the single-layered structure.

• Computers and Concrete
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• 제9권2호
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• pp.81-97
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• 2012

This paper presents development of double-K fracture model for the split-tension cube specimen for determining the unstable fracture toughness and initial cracking toughness of concrete. There are some advantages of using of split-tension cube test like compactness and lightness over the existing specimen geometries in practice such as three-point bend test, wedge splitting test and compact tension specimen. The cohesive toughness of the material is determined using weight function having four terms for the split-tension cube specimen. Some empirical relations are also suggested for determining geometrical factors in order to calculate stress intensity factor and crack mouth opening displacement for the same specimen. The results of double-K fracture parameters of split-tension cube specimen are compared with those obtained for compact tension specimen. Finally, the influence of the width of the load-distribution of split-tension cube specimen on the double-K fracture parameters for laboratory size specimens is investigated. The input data required for determining double-K fracture parameters for both the specimen geometries are obtained using well known version of the Fictitious Crack Model.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2000년도 춘계학술발표대회 논문집
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• pp.31-37
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• 2000

Metal matrix composites(MMCs) are rapidly becoming one of the strongest candidates for structural materials for many high temperature application. Among the high temperature environment, thermal shock is known to cause significant degradation in most MMC system. Therefore, the nondestructive evaluation on thermal shock damage behavior of SiC/A16061 composite has been carried out using ultrasonic surface and SH-waves. For this study, Sic fiber reinforced metal matrix composite specimens fabricated by a squeeze casting technique were thermally cycled in the temperature range 25~$400^{\circ}C$ up to 1000 cycles. Three point bend test was conducted to investigate the effect of thermal shock damage on mechanical properties. The relationship between thermal shock damage behavior and the change of ultrasonic velocity and attenuation were discussed by considering SEM observation of fracture surface.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2006년도 심포지엄 논문집 정보 및 제어부문
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• pp.327-329
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• 2006

In this paper, the cutting qualities by laser dicing and fracture strength of a silicon die is investigated. Laser micromachining is the non-contact process using thermal ablation and evaporation mechanisms. By these mechanisms, debris is generated and stick on the surface of wafer, which is the problem to apply laser dicing to semiconductor manufacture process. Unlike mechanical sawing using diamond blade, chipping on the surface and crack on the back side of wafer isn't made by laser dicing. Die strength by laser dicing is measured via the three-point bend test and is compared with the die strength by mechanical sawing. As a results, die strength by laser dicing shows a decrease of 50% in compared with die strength by mechanical sawing.

• 전산구조공학
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• 제11권4호
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• pp.383-390
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• 1998

0.93m/sec의 평균속도는 변위제어 삼점휨 실험된 콘크리트 보의 하중-변위 측정결과를 선형탄성파괴역학모델과 가상균열모델에 기초한 유한요소법으로 분석하였다. 두 모델 모두 실험결과와 잘 일치하며, 균열성장길이가 약 60∼70㎜가 될 때까지 안전된 균열성장을 보이다 불안정한 균열성장에 의해 파손되었다. 선형탄성파괴역학모델에 의한 수치해석 결과 에너지해방률은 균열성장길이에 비례해서 증가하였으며, 최대값(202N/m)에 이르게 되면 일정한 값을 유지하였다. 가상균열모델에 기초한 수치해석결과 이 연구에 사용된 하중속도와 시험편의 크기에 대해 70㎜의 완전한 파괴진행대가 평성되었으며, 이는 기존의 정적 실험결과에 대한 수치해석 결과보다 상당히 작은 값이었다.

• Restorative Dentistry and Endodontics
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• 제18권1호
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• pp.1-26
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• 1993

The purpose of this study was to investigate the effect of acid etching on the surface appearance and fracture toughness of five glass ionomer cements. Five kinds of commercially available glass ionomer cements including chemical curing filling type, chemical curing lining type, chemical curing metal reinforced type, light curing tilling type and light curing lining type were used for this study. The specimens for SEM study were fabricated by treating each glass ionomer cement with either visible light curing or self curing after being inserted into a rubber mold (diameter 4mm, depth 1mm). Some of the specimens were etched with 37% phosphoric acid for 0, 15, 30, 60, go seconds, at 5 minutes, 1 hour and 1 day after mixing of powder and liquid. Unetched ones comprised the control group and the others were the experimental groups. The surface texture was examined by using scanning electron microscope at 20 kV. (S-2300, Hitachi Co., Japan). The specimens for fracture toughness were fabricated by curing of each glass ionomer cement previously inserted into a metal mold for the single edge notch specimen according to the ASTME399. They were subjected to a three-point bend test after etching for 0, 30, 60, and 90 seconds at 5 minutes-, 1 hour-and 1 day-lapse after the fabrication of the specimens. The plane strain fracture toughness ($K_{IC}$) was determined by three-point bend test which was conducted with cross-head speed of 0.5 mm/min using Instron universal testing machine (Model No. 1122) following seven days storage of the etched specimens under $37^{\circ}C$, 100% humidity condition. Following conclusions were drawn. 1. In unetched control group, crack was present, but the surface was generally smooth. 2. Deterioration of the surface appearance such as serious dissolving of gel matrix and loss of glass particles occured as the etching time was increased beyond 15 s following Immediate etching of chemical curing type of glass ionomer cements. 3. Etching after 1 h, and 1 d reduced surface damage, 15 s, and 30s etch gave rough surface appearance without loss of glass particle of chemical curing type of glass ionomer cements. 4. Light curing type glass ionomer cement was etched by acid, but there was no difference in surface appearances according to various waiting periods. 5. It was found that the value of plane stram fracture toughness of glass ionomer cements was highest in the light curing filling type as $1.79\;MNm^{-1.5}$ followed by the light curing lining type, chemical curing metal reinforced type, chemical curing filling type and chemical curing lining type. 6. The value of plane stram fracture toughness of the chemical curing lining type glass ionomer cement etched after 5 minutes was lower than those of the cement etched after 1 hour or day or unetched (P < 0.05). 7. Light curing glass ionomer cement showed Irregular fractured surface and chemical curing cement showed smooth fractured surface.

• 한국세라믹학회지
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• 제39권7호
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• pp.675-679
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• 2002

강화유리를 제조하기 위해서, 디스플레이 기판으로 사용되는 soda-lime-silicate 유리를 대상으로 단일이온교환 특성에 대하여 3점곡강도와 잔류응력을 조사하였다. 단일이온교환을 47$0^{\circ}C$에서 1시간 처리 후, 45$0^{\circ}C$에서 24시간 행하였을 때, 62.5$\times$10$_{6}$ kg/$m^2$의 최대 강도 값을 나타내었다. 또한, 곡강도 측정 후 얻어진 시편의 파단면에 존재하는 잔류응력층을 파괴분석을 통하여 관찰한 결과, 이 잔류응력층이 외부하중에 대한 탄성 변형에너지를 흡수하여 유연성을 증가시킴을 알 수 있었다 또한, 탄성변형에너지 흡수는 만곡변화, 균열가지수 및 취성특성 분석에서도 관찰되었다.

• The Journal of Advanced Prosthodontics
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• 제4권1호
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• pp.1-6
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• 2012

PURPOSE. The aim of this study was to compare the flexural strength of polymethyl methacrylate (PMMA) and bis-acryl composite resin reinforced with polyethylene and glass fibers. MATERIALS AND METHODS. Three groups of rectangular test specimens (n = 15) of each of the two resin/fiber reinforcement were prepared for flexural strength test and unreinforced group served as the control. Specimens were loaded in a universal testing machine until fracture. The mean flexural strengths (MPa) was compared by one way ANOVA test, followed by Scheffe analysis, using a significance level of 0.05. Flexural strength between fiber-reinforced resin groups were compared by independent samples t-test. RESULTS. For control groups, the flexural strength for PMMA (215.53 MPa) was significantly lower than for bis-acryl composite resin (240.09 MPa). Glass fiber reinforcement produced significantly higher flexural strength for both PMMA (267.01 MPa) and bis-acryl composite resin (305.65 MPa), but the polyethylene fibers showed no significant difference (PMMA resin-218.55 MPa and bis-acryl composite resin-241.66 MPa). Among the reinforced groups, silane impregnated glass fibers showed highest flexural strength for bis-acryl composite resin (305.65 MPa). CONCLUSION. Of two fiber reinforcement methods evaluated, glass fiber reinforcement for the PMMA resin and bis-acryl composite resin materials produced highest flexural strength. Clinical implications. On the basis of this in-vitro study, the use of glass and polyethylene fibers may be an effective way to reinforce provisional restorative resins. When esthetics and space are of concern, glass fiber seems to be the most appropriate method for reinforcing provisional restorative resins.

• Composites Research
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• 제12권4호
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• pp.62-70
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• 1999

건축 구조물의 재령이 증가함에 따른 손상은 구조물의 안전성 및 신뢰성 확보에 매우 심각한 문제이다. 최근에는 이렇게 손상을 입은 콘크리트 구조물의 보수 보강을 위해 탄소섬유시트가 광범위하게 사용되고 있지만 탄소섬유시트를 보강한 콘크리트의 파괴기구가 명확하게 규명되지 않았다. 따라서 본 연구에서는 탄소섬유시트를 보강한 콘크리트의 손상거동 및 미시적 파손기구를 이해하기 위해 4가지 경우의 시험편, 즉 순수한 콘크리트, 철근 보강 콘크리트, 탄소섬유시트 보강 콘크리트, 철근과 탄소섬유시트 보강 콘크리트 시험편에 대하여 3점 굽힘 시험을 실시하였다. 이러한 시험편들의 파손기구를 명확히 하기 위해 음향방출기법이 사용되었으며 균열 발생, 성장을 모니터링하기 위해 2차원 AE 발생원 위치추정 기법이 적용되었다.