• Restorative Dentistry and Endodontics
• /
• 제45권2호
• /
• pp.24.1-24.9
• /
• 2020

Objectives: It is known that bioactive materials interact with the dentin to undergo biomineralization. The exact role of moisture in this interaction is unknown. Here, we investigate the effects of dentin moisture conditions on the dislocation resistance of two bioactive root canal sealers (MTA Fillapex [Angelus Solucoes Odontologicas] and GuttaFlow BioSeal [Colténe/Whaledent AG]) at 3 weeks and 3 months after obturation. Materials and Methods: Mandibular premolars (n = 120) were prepared and randomly divided into 3 groups based on the dentin condition: group 1, dry dentin; group 2, moist dentin; group 3, wet dentin. Each group was divided into 2 subgroups for root canal filling: MTA Fillapex and GuttaFlow BioSeal. Dislocation resistance was evaluated by measuring the push-out bond strength at 3 weeks and 3 months. Failure modes were examined under a stereomicroscope. Data were statistically analyzed by Kruskal-Wallis test with a significance level of 5%. Results: Moist dentin resulted in higher bond strength values for both materials at both time points. This was significantly higher than wet and dry dentin for both the sealers at the 3 months (p < 0.05), while at 3 weeks it was significant only for GuttaFlow Bioseal. The different moisture conditions demonstrated similar trends in their effects on the dislocation resistance of the 2 root canal sealers. Conclusions: The dentin moisture conditions had a significant impact on its interaction with the bioactive materials tested. Maintaining moist dentin, but not dry or wet dentin, may be advantageous before the filling root canals with bioactive sealers.

• 대한건축학회논문집:구조계
• /
• 제35권5호
• /
• pp.153-160
• /
• 2019

The purpose of this study was to investigate the mechanical and durability characteristics of latex-modified concrete using ultra rapid hardening cement : four types of mechanical tests including compressive strength, modulus of elasticity, flexural strength and bond strength were performed; and seven types of durability tests including resistance of concrete to chloride ion penetration, freeze-thaw resistance, scaling resistance, coefficient of thermal expansion, cracking tendency, abrasion resistance and drying shrinkage were performed. Required material performance of each test was determined in accordance with the Korea specification for repair of concrete and pavement repairing materials. The test results satisfied the required material performances, and presented a good mechanical and durability characteristics. In particularly, the materials showed early development of compressive strength, flexural strength and bond strength at 3 and 4 hours after curing. SEM photos were also taken to investigate the micro structures of the materials after chloride ion penetration test.

• Journal of the Korean Wood Science and Technology
• /
• 제43권1호
• /
• pp.60-67
• /
• 2015

국내산 낙엽송 집성재와 봉형 GFRP의 접착성능을 평가하기 위해 집성재에 선공을 한 후 봉형 GFRP를 삽입하고 접착제로 목재와의 간극을 충진시켜 인발시험편을 제작하였다. 인발시험편은 접착 깊이, 접착층 두께, 접착제 종류를 다르게 적용하여 실험하였다. 봉형 GFRP를 삽입접착한 캔틸레버형 라멘구조 시험체는 인발시험 결과를 토대로 제작, 강판삽입형 시험체와 모멘트 저항 성능을 비교검토 하였다. 인발시험결과 봉형 GFRP의 삽입깊이가 봉형 GFRP 직경의 5배일 때 가장 우수한 접착력이 측정되었으며, 접착층 두께는 1 mm일 경우 2 mm일 때보다 17%~29% 향상된 접착력이 측정되었다. 또한 폴리우레탄(poly-urethane) 접착제를 사용한 시험편이 레조시놀(resorcinol) 접착제를 사용한 시험편보다 2.9~4.0배 높은 성능을 발휘하였다. 봉형 GRFP로 접합한 캔틸레버형 라멘구조 시험체는 드리프트 핀을 사용한 강판삽입형 시험체와 비교하여 평균 0.82배 낮은 모멘트 저항 성능이 측정되었지만 초기강성은 0.93배로 대등한 성능을 보였다.

• 전기전자학회논문지
• /
• 제26권4호
• /
• pp.537-544
• /
• 2022

본 논문은 최근 전자전, 레이더, 기지국 및 위성통신분야에서 각광받고 있는 GaN HEMT(Gallium Nitride High Electron Mobility Transistor) die를 이용한 고출력증폭기의 제작에 사용되는 본드 와이어의 용융단선 현상과 원인을 분석하였다. 고출력증폭기의 주요 성능인 최대 출력전력을 얻기 위해서는 최적의 임피던스 정합이 필요하고 정격전류뿐만 아니라 과도전류에 대한 발열을 고려하여 본드 와이어 소재에 부합하는 직경과 가닥수가 정해져야 한다. 특히, GaN과 같이 에너지 밴드 갭이 넓은 화합물반도체는 설계효율이 낮거나 방열이 부족하면 열 저항 증가로 인해 본드 와이어의 용융단선을 촉발하는 현상을 확인하였다. 본 자료는 발열조건에 대한 모의시험을 수행하고, IR현미경 측정을 통한 검증으로 GaN소자를 이용한 응용분야에 참고자료로 활용이 기대된다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
• /
• pp.636-639
• /
• 2004

Reinforced concrete structures have been used for a long time. However, corrosion problem in reinforcing steel is inevitable, which results in the degradation of performance and the shortening of the life of structures. To overcome such problems, FRP(Fiber Reinforced Polymer) rebars have been developed. Due to their corrosion resistance and their superior mechanical properties, FRP rebars are increasingly applied to concrete structures in other countries. To obtain the composite action between FRP rebars and concrete, sufficient bond between two materials must be secured. But, the behavior of FRP rebars is different from that of steel rebars. Therefore, it is necessary to understand and develop the proper bond mechanism of FRP rebars to use them in concrete structures. This paper presents analytical results to investigate the bond-slip relationship between FRP rebars and concrete based on pull out tests.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
• /
• pp.153-159
• /
• 1999

The objective of this study was to investigate the bond strength properties of antiwashout underwater concrete. The fine aggregate(river sand, blended sand (river sand : sea sand = 1 : 1), condition of cast and cure(sea water, fresh water), and compressive strength of proportion(210kgf/$\textrm{cm}^2$ ~ 330kgf/$\textrm{cm}^2$) were chosen as the experimental parameters. The experimental results show that the underwater segregation resistance was increased, but flowability (slump flow) and air contents were decreased as the compressive strength of proportion increased. Bond strength of antiwashout underwater concrete was similar to plain concrete. From this study, rational analytic formula for the modulus of rupture and bond stress are to be from compressive strength of concrete.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
• /
• pp.189-192
• /
• 2005

Glass fiber reinforced polymer (GFRP) bars gain increasingly more attention as a reinforcing option for concrete because of their corrosion resistance and non-magnetism. GFRP reinforcement for concrete does not have the same shape as steel reinforcement. Therefore, the bond performance of FRP bars, unlike that of steel, is dependent on their design, manufacture and mechanical properties. This paper studied the effect of high strength concrete on the bond strength of GFRP bars. Twenty-nine specimens having different compressive strength of concrete were tested in order to examine the bond behavior of GFRP bars.

• 산업기술연구
• /
• 제33권A호
• /
• pp.101-107
• /
• 2013

The purpose of this study was to investigate bond strength between substrate and HES-LMS mortar, durability of HES-LMS mortar with latex content(0%, 5%, 10%). To measure the bond strength, the direct tensile test based on uniaxial tensile test was used, which was proposed by Kuhlman(1990). Also, Resistance for water permeability, water absorption and image analysis for air void system were conducted to estimating durability of HES-LMS mortar.

• 대한전기학회논문지
• /
• 제41권5호
• /
• pp.483-491
• /
• 1992

Plasma silicon oxynitride film has been applied as a final passivation layer for semiconductor devices, because it has high resistance to humidity and prevents from alkali ion's penetration, and has low film stress. Structure properties of plasma silicon oxynitride film have been studied experimentally by the use of FT-IR, AES, stress gauge and ellipsometry. In this experiment,Si-N bonds increase as NS12TO/(NS12TO+NHS13T) gas ratio increases. Peaks of Si-N bond, Si-H bond and N-H bond were shifted to high wavenumber according to NS12TO/(NS12TO+NHS13T) gas ratio increase. Absorption peaks of Si-H bond were decreased by furnace anneal at 90$0^{\circ}C$. The atomic composition of film represents that oxygen atoms increase as NS12TO/(NS12TO+NHS13T) gas ratio increases, to the contrary, nitrogen atoms decrease.

• 한국표면공학회지
• /
• 제39권4호
• /
• pp.147-152
• /
• 2006

Failure mechanisms of electron beam physical vapor deposited thermal barrier coatings(EB-PVD TBCs) that occur during thermal cyclic oxidation were investigated. The investigations include microstructural degradation of NiCrAIY bond coat, thermally grown oxides(TGOs) along the ceramic top coat-substrate interface and fracture path within TBCs. The microstructural degradation of the bond coat during cyclic oxidation created Al depleted zones, resulting in reduction of NiAl and ${\gamma}$-Ni solid solution phase. It was observed that the fracture took placed primarily within the TGOs or at the interfaces between TGOs and bond coat.