• The Journal of Advanced Prosthodontics
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• 제6권3호
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• pp.165-170
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• 2014

PURPOSE. This study was aimed to evaluate effect of the desensitizing pretreatments on the micro-tensile bond strengths (${\mu}TBS$) to eroded dentin and sound dentin. MATERIALS AND METHODS. Forty-two extracted molars were prepared to form a flat dentin surface, and then they were divided into two groups. Group I was stored in distilled water while group II was subjected to a pH cycling. Each group was then subdivided into three subgroups according to desensitizing pretreatment used: a) pretreatment with desensitizer (Gluma); b) pretreatment with $CO_2$ Laser (Ultra Dream Pluse); c) without any pretreatment. All prepared surfaces were bonded with Single Bond 2 and built up with resin composite (Filtek Z250). The micro-tensile bond test was performed. Fracture modes were evaluated by stereomicroscopy. Pretreated surfaces and bonded interfaces were characterized by scanning electron microscope (SEM). The data obtained was analyzed by two-way ANOVA (${\alpha}$=0.05). RESULTS. For both sound and eroded dentin, samples treated with desensitizer showed the greatest ${\mu}TBS$, followed by samples without any treatment. And samples treated with $CO_2$ laser showed the lowest ${\mu}TBS$. SEM study indicated that teeth with eroded dentin appeared prone to debonding, as demonstrated by existence of large gaps between adhesive layers and dentin. CONCLUSION. Pretreatment with Gluma increased the ${\mu}TBS$ of Single Bond 2 for eroded and sound teeth. $CO_2$ laser irradiation weakened bond performance for sound teeth but had no effect on eroded teeth.

• Steel and Composite Structures
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• 제34권4호
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• pp.581-597
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• 2020

Light-Weight Concrete containing Expanded Poly-Styrene Beads (EPS-LWC) is an approved structural and non-structural material characterized by a considerably lower density and higher structural efficiency, compared to concrete containing ordinary aggregates. The experimental campaign carried out in this project provides new information on the mechanical properties of structural EPS-LWC, with reference to the strength and tension (by splitting and in bending), the modulus of elasticity, the stress-strain curve in unconfined compression, the absorbed energy under compression and reinforcement-concrete bond. The properties measured at seven ages since casting, from 3 days to 91 days, in order to investigate their in-time evolution. Mathematical relationships are formulated as well, between the previous properties and time, since casting. The dependence of the compressive strength on the other mechanical properties of EPS-LWC is also described through an empirical relationship, which is shown to fit satisfactorily the experimental results.

• 콘크리트학회논문집
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• 제26권4호
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• pp.507-515
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• 2014

콘크리트 구조물의 시공이음부는 적절한 처리에도 불구하고 누수되는 사례가 빈번히 발생되고 있다. 이 연구에서는 이러한 누수 현상이 신 구 콘크리트 간의 부착특성과도 관련이 있을 것으로 보고 이에 대한 실험을 실시하였다. 여러가지 조건하에서 부착특성을 평가하기 위해 신 구 콘크리트의 접합부를 모사하는 시편들을 제작하여 접합부의 접착강도, 휨강도 및 쪼갬인장강도를 측정하였다. 주요 실험 변수는 혼화재의 종류 및 혼입률, 접합면의 처리 방법, 지수판의 종류였다. 그 외 신 구 콘크리트 타설 간격의 영향, 강도시험 재령에 따른 영향도 고찰하였다. 실험 결과 혼화재 사용에 따라 부착강도가 어느정도 증가하는 것으로 나타났는데, 이는 포졸란 반응에 의해 생성되는 칼슘실리케이트 수화물이 접합부의 공극을 메우기 때문으로 생각된다. 한편, 접합면이 거칠고 건조할수록 부착성능이 향상되었으며, 지수판의 표면 거칠기는 지수판의 부착성능에 영향을 미치는 것으로 나타났다. 또한 시험 방법에 따른 부착강도의 차이가 발생하므로 이를 고려한 평가가 요망된다.

• 한국구조물진단유지관리공학회 논문집
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• 제9권2호
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• pp.191-198
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• 2005

철근의 부식율에 따른 철근 콘크리트 보의 구조적 성능 저하를 정량적으로 고찰하기 위하여 실험 및 해석을 수행하였다. 이를 위하여 먼저 부식철근의 인장실험과 부착성능 실험을 통하여 철근의 부식율에 따른 항복강도와 탄성계수 및 부착성능을 정량적으로 산정할 수 있는 구성방정식을 구성하고, 인장주근이 부식된 RC보 실험결과와 산출된 부식모델을 반영한 비선형 해석 결과와 비교하였다. 결론적으로 본 연구에서 제시된 철근부식 모델을 이용한 비선형 해석을 통하여 인장주근이 부식된 철근 콘크리트 보의 휨 거동을 합리적으로 예측할 수 있음을 검증하였다.

• 한국압력기기공학회 논문집
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• 제14권1호
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• pp.15-23
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• 2018

A compact heat exchanger is one of critical components in a very high temperature gas-cooled reactor (VHTR). Alloy 617 (Ni-Cr-Co-Mo) is considered as one of leading candidates for this application due to its excellent thermal stability and strengths in anticipated operating conditions. On the basis of current ASME code requirements, sixty sheets of this alloy are prepared for diffusion welding, which is the key technology to have a reliable compact heat exchanger. Optical microscopic analysis show that there are no cracks, incomplete bond, and porosity at/near the interface of diffusion weldment, but Cr-rich carbides and Al-rich oxides are identified through high resolution electron microscopic analysis. In high-temperature tensile testing, superior yield strengths of the diffusion weldment compared to the code requirement are obtained up to 1223 K ($950^{\circ}C$). However, both tensile strength and ductility drop rapidly at higher temperature due to the insufficient grain boundary migration across the interface of diffusion weldment. Best fit curves for minimum yield strength and average tensile strength are drawn from the experimental tensile results of this study.

• 한국구조물진단유지관리공학회 논문집
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• 제18권6호
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• pp.21-29
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• 2014

본 연구에서는 모노파일지지구조의 고성능 그라우트연결부의 부착거동을 다루고 있다. 강관파일 연결부의 일체화를 위하여 섬유보강 고성능 그라우트를 개발하였으며, 재령 7일 압축강도 125MPa와 직인장강도 7.5MPa를 나타내었다. 축하중을 받는 상태에서의 그라우트의 부착거동을 평가하기 위하여 강관파일에 그라우트를 충진하여 부착실험을 수행하였으며, 그 결과를 기존의 설계기준과 분석하였다. 실험변수는 섬유혼입율 (0%, 0.5% and 0.9%), 섬유의 형상비 (60 and 80)와 전단키의 높이와 간격의 비 (0.013 and 0.056)로 선정하였다. 실험결과 최대부착강도는 30.8MPa로 관찰되었으며, 섬유 혼입율보다는 전단키의 높이와 간격의 비가 부착강도에 영향을 미치는 것으로 분석되었다.

• 한국태양에너지학회 논문집
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• 제21권2호
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• pp.9-17
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• 2001

In this paper the attempts made by the authors to explore the feasibility of utilising concentrated solar beam radiation for joining engineering thermoplastics such as Acrylonitrilc/Butadiene/Styrene (ABS), Polycarbonate(PC) and Polymethylmethacrylate(PMMA) are presented. In addition, to study the joining of the materials, necessary experimentation with applying primer was performed. Tensile tests were conducted to determine the bond strength achieved at the specimen joint interface. Microscopic examinations of the fractured joints were performed in order to analyse the overall bond quality. Finally, the results in terms of bond strength achieved at the joint interface and energy consumed in the process were compared with those obtained with similar thermoplastic joining technique utilising microwave energy. In conclusion some advantages and limitations were outlined and necessary improvements of the jointing technique were recommended.

• 대한치과보철학회지
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• 제29권2호
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• pp.17-22
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• 1991

The purpose of this study was to evaluate the tensile bond strengths of treated alloy surfaces for resin bonded retainers. For the experiment metal surfaces of 5 alloys were teated with sandblasting, Silicoating Rocatec, and cemented with Visio-Gem. All specimens divided into two groups. The group I specimens were treated with 24-hour immersion in $37^{\circ}C$ distilled water, and group II specimens were teated with 1500 thermo-cycles from $5^{\circ}C\;to\;55^{\circ}C$. The obtained results were as follows: 1. Bond strength values showed significantly different between sandblasting group and other groups after a 24-hour immersion in $37^{\circ}C$ distilled water(P<0.05). 2. All samples were fractured during thermo-cycles for sandblasting group, and bond strength values for Silicoating and Rocatec groups showed significantly different after 1500 thermo-cycles from $5^{\circ}C\;to\;55^{\circ}C$.

• International Journal of Korean Welding Society
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• 제2권1호
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• pp.57-61
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• 2002

This paper presents development of a SEC(Solar Energy Concentration) utilizing the concentrated solar beam radiation for joining engineering thermoplastics such as Acrylonitrile/Butadiene/Styrene(ABS), Polycarbonate(PC) and Polymethylmethacrylate (PMMA). In addition, to study the joining of the materials, necessary experimentation with applying primer was performed. Tensile tests were conducted to determine the bond strength achieved at the specimen Joint interface. Microscopic examinations of the fractured joints were performed in order to analyze the overall bond quality. Finally, the results in terms of bond strength achieved at the joint interface and energy consumed in the process was compared with those obtained with similar thermoplastic joining technique utilizing microwave energy.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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• pp.629-632
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• 2008

노후화 된 콘크리트 구조물의 수명을 연장시키기 위해서는 적절한 재료와 공법을 이용해서 보수보강을 해야 한다. 또한 구조물의 열화 상태를 파악하여 조건에 맞는 보수보강을 하는 것이 중요하다. 이번 연구에서는 국내 보수공사에 주로 사용되는 폴리머 시멘트 모르타르를 현장과 실험실에서의 부착강도를 비교 실험하여 폴리머시멘트 모르타르의 부착강도가 현장의 조건과 실험실의 조건에 따라 어떻게 변화되는지에 대한 실험을 진행하였다. 실험한 결과 실험실에서의 부착강도는 대부분 KS F 4042에서 정하는 기준에 만족하는 결과를 얻었지만 현장에서는 기준에 미치지 못하는 결과를 얻었다. 하지만 현장의 데이터는 주로 바탕체를 물고 떨어진 것을 볼 때 원인이 재료만의 문제는 아닌 것으로 판단된다. 따라서 앞으로의 연구는 바탕체의 조건이 폴리머시멘트 모르타르의 부착강도에 어떠한 영향을 미치는가에 대한 연구를 추가적으로 진행할 예정이다.