• Restorative Dentistry and Endodontics
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• 제26권5호
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• pp.409-417
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• 2001

상아질접착제의 광조사가 상아질접착에 미치는 영향을 알아보기 위하여 in vitro에서 접착실험을 하였다. 120개의 발거된 소의 전치 협면 상아질을 노출시키고 산 부식 한 다음 self-priming형 상아질접착제 Prime&Bond$^{\circledR}$NT (Dentsply DeTrey, GmbH, Konstanz, Germany)를 도포 하였으며 600 mW/$\textrm{cm}^2$의 일반광도 또는 1930 mW/$\textrm{cm}^2$의 초고광도 광조사를 각각 20초 및 3초간 시행한 군과 시행하지 않은 군으로 나누어 복합레진 첨가후 광조사하였다. 접착제에 대한 광조사를 시행하지 않은 경우에는 복합레진 첨가 후 초고광도로 3초, 6초 및 12초간 광조사하였다. 접착양상 평가를 위해 만능시험기로 전단접착강도를 측정하고 파단면을 입체 현미경으로 관찰한 바를 일원 및 이원 변량분석법과 카이제곱검사법으로 통계 분석하여 다음과 같은 결과를 얻었다. 1. 상아질접착제를 광조사한 군이 광조사하지 않은 군에 비해 유의하게 높은 전단접 착강도를 나타내었다 (p<0.05). 2. 일반 광도 및 초고광도 광조사에 따른 전단접착강도에는 유의한 차이가 나타나지 않았다 (p>0.05). 3. 상아질접착제를 광조사하지 않고 복합레진 첨가 후 초고광도로 광조사한 군간에 조사시간에 따른 전단접착강도에는 유의 한 차이가 나타나지 않았다 (p>0.05). 4. 파단면 관찰 결과, 모든 군에서 접착계면에서의 파절을 포함하는 혼합파단양상이 가장 많이 나타났으며 군간에는 유의한 차이가 없었다 (p>0.05).

• 대한치과보철학회지
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• 제46권5호
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• pp.511-519
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• 2008

연구목적: 본 연구의 목적은 자가중합 또는 이중중합을 위한 활성제가 포함된 상아질 접착제에서 활성제의 사용 유무가 자가중합 복합레진과 상아질 접착제간의 전단결합강도에 미치는 영향을 평가하는 것이다. 연구 재료 및 방법: 실험을 위하여 우식 및 충전물이 없는 건전한 대구치 50개를 주문제작한 아크릴릭 레진블록에 포매한 후, 모델 트리머로 연마하여 평활한 상아질면을 만든 후, 600grit 실리콘 카바이드 페이퍼로 연마하고 증류수에 보관하였다. 50개의 시편을 10개씩 5개 군으로 나눈 후, 상아질 접착제를 제조사의 지시대로 도포한 후, 플라스틱 주형을 이용하여 자가중합 복합레진 (Luxacore)을 접착시켰다. 상아질 접착제는 One-Step (OS군), Prime&Bond NT, AdheSE를 이용하였는데 Prime&Bond NT와 AdheSE는 단독으로 사용한 군 (PB군, AS군)과 활성제를 같이 사용한 군 (PBA군, ASA군)으로 다시 나누었다. 증류수에 24시간 보관 후, 인스트론 만능시험기를 사용하여 시편에 1 mm/min의 전단속도로 하중을 가하여 시편이 분리되는 최대 하중을 측정한 뒤, 단위 면적 당 결합강도 (MPa)로 환산하여 One-way ANOVA를 이용하여 비교, 분석하고 5% 유의수준에서 Tukey HSD 검정을 이용하여 분석하였다. 결과: 각 군의 전단결합강도의 평균을 보면, OS군이 18.6 MPa로 가장 높았고 그 다음이 PBA군 (10.3 MPa)과 ASA군 (10.2 MPa)이었고, PB군과 AS군이 각각 5.9 MPa, 6.0 MPa로 가장 낮은 전단결합강도를 나타내었다. 결론: 본 실험을 통해 Prime&Bond NT와 AdheSE에서 활성제를 같이 사용한 경우, 활성제를 사용하지 않은 경우보다 전단결합강도가 높아짐을 알 수 있었지만, 활성제가 포함되어 있지 않은 One-Step보다는 낮은 수치였다.

• Structural Engineering and Mechanics
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• 제58권3호
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• pp.577-596
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• 2016

FRP-concrete interfacial mechanical properties determine the strengthening effect of RC beams strengthened with FRP. In this paper, the model experiments were carried out with eight specimens to study the failure modes and the strengthening effect of RC beams strengthened with FRP. Then a theoretical model based on interfacial performances was proposed and interfacial mechanical behaviors were studied. Finite element analysis confirmed the theoretical results. The results showed that RC beams strengthened with FRP had three loading stages and that the FRP strengthening effects were mainly exerted in the Stage III after the yielding of steel bars, including the improvement of the bearing capacity, the decreased ultimate deformation due to the sudden failure of FRP and the improvement of stiffness in this stage. The mechanical formulae of the interfacial shear stress and FRP stress were established and the key influence factors included FRP length, interfacial bond-slip parameter, FRP thickness, etc. According to the theoretical analysis and experimental data, the calculation methods of interfacial shear stress at FRP end and FRP strain at midspan were proposed. When FRP bonding length was shorter, interfacial shear stress at FRP end was larger that led to concrete cover peeling failure. When FRP was longer, FRP reached the ultimate strain and the fracture failure of FRP occurred. The theoretical results were well consistent with the experimental data.

• 대한치과교정학회지
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• 제20권2호
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• pp.283-291
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• 1990

The purpose of this study was to measure and compare tensile and shear strength for 4 types of new direct-bonding brackets and same brackets after recycling and to evaluate the change of bracket slot width after recycling. Four types of new direct-bond brackets were bonded to recently extracted human premolar teeth and the tensile and shear strength was measured by Universal Testing Machine. The brackets were recycled by chemical process and the tensile and shear test was repeated. To evaluate the change of the bracket slot width, slot width was measured by the Topcon Universal Measuring Microscope before and after recycling. Following results were obtained: 1. There was no satistically significant difference between the tensile and shear strength of recycled brackets and those of new brackets. 2. In both new and recycled brackets, the tensile and shear strength of perforated base bracket was lower than those of photoetched, foilmesh and contou-lok mesh base brackets. (P<0.01) 3. There was no statistically significant difference in bonding strengths of control group bonded only once and two times. 4. There was no statistically significant difference in the change of the bracket slow width after recycling process. 5. Of the failure, the combination type (58%) in the tensile strength and the tooth adhesive interface (65%) in the shear strength was the most common type.

• Advances in materials Research
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• 제11권2호
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• pp.91-109
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• 2022

This paper presents a closed-form higher-order analysis of interfacial shear stresses in RC continuous beams strengthened with bonded prestressed laminates. For retrofitting reinforced concrete continuous beams is to bond fiber reinforced prestressed composite plates to their tensile faces. An important failure mode of such plated beams is the debonding of the composite plates from the concrete due to high level of stress concentration in the adhesive at the ends of the composite plate. The model is based on equilibrium and deformations compatibility requirements in and all parts of the strengthened beam, where both the shear and normal stresses are assumed to be invariant across the adhesive layer thickness. In the present theoretical analysis, the adherend shear deformations are taken into account by assuming a parabolic shear stress through the thickness of both the RC continuous beams strengthened with bonded prestressed laminates. The theoretical predictions are compared with other existing solutions. A parametric study has been conducted to investigate the sensitivity of interface behavior to parameters such as laminate stiffness and the thickness of the laminate where all were found to have a marked effect on the magnitude of maximum shear and normal stress in the composite member.

• Advances in concrete construction
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• 제15권6호
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• pp.431-444
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• 2023

This study investigated the use of latex-modified sand concrete reinforced with sisal fibers (LMSC) as a repair material. Notably, no prior research has explored the application of LMSC for this purpose. This paper examines the interface bond strength and the type of failure between LMSC as a repair material and the normal concrete (NC) substrate utilising four different surfaces: without surface preparation as a reference (SR), hand hammer (HA), sandblasted (SB), and grooved (GR). The bond strength was measured by bi-surface shear, splitting tensile, and pull-off strength tests at 7, 28, and 90 days. Scanning electron microscopy analysis was also performed to study the microstructure of the interface between the normal concrete substrate and the latex-modified sand concrete reinforced with sisal fibers. The results of this study indicate that LMSC has bonding strength with NC, especially for HR and SB surfaces with high roughness. Therefore, substrate NC surface roughness is essential in increasing the bonding strength and adhesion. Eventually, The LMSC has the potential to repair and rehabilitate concrete structures.

• The Journal of Advanced Prosthodontics
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• 제7권3호
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• pp.249-256
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• 2015

PURPOSE. The aim of this study was to evaluate the effects of atmospheric plasma (APL) versus conventional surface treatments on the adhesion of self-adhesive resin cement to Ti-6Al-4V alloy. MATERIALS AND METHODS. Sixty plates of machined titanium (Ti) discs were divided into five groups (n=12): 1) Untreated (CNT); 2) Sandblasted (SAB); 3) Tribochemically treated (ROC); 4) Tungsten CarbideBur (TCB); 5) APL treated (APL). SEM analysis and surface roughness (Ra) measurements were performed. Self-adhesive resin cement was bonded to the Ti surfaces and shear bond strength (SBS) tests, Ra and failure mode examinations were carried out. Data were analyzed by one-way analysis of variance and chi-squared test. RESULTS. The lowest SBS value was obtained with CNT and was significantly different from all other groups except for APL. The ROC showed the highest SBS and Ra values of all the groups. CONCLUSION. It was concluded that the effect of APL on SBS and Ra was not sufficient and it may not be a potential for promoting adhesion to titanium.

• 대한치과보철학회지
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• 제43권5호
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• pp.599-610
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• 2005

Purpose: The success of the bonding between electroformed gold and ceramic is dependent on the surface treatment of the pure gold coping. The purpose of this study was to evaluate the bonding strength between the electroformed gold and ceramic with varying surface treatment. Materials and methods: A total of 32 disks,8 were using conventional ceramometal alloy, 24 were using electroforming technique as recommended by manufacturer, were prepared. 24 electroformed disks were divided 3 groups according to surface treatment, i.e. 50 microns aluminium oxide sandblasting(GES-Sand), gold bonder treatment(GES-Bond) and $Rocatec^{TM}$ system(GES-Rocatec). For control group of conventional alloy 50 microns aluminium oxide treatment was done(V-Supragold). Energy dispersive x-ray analysis and scanning electron microscope image were observed. Using universal testing machine, shear bond strength and bonding failure mode at metal-porcelain interface were measured. Results and Conclusion: The following conclusions were drawn: 1. In the energy dispersive x-ray analysis, the Au was main component in electroformed gold(99.9wt%). After surface treatment, a little amount of $Al_2O_3(2.4wt%)$ were found in GES-Sand, and $SiO_2(4wt%)$ in GES-Bond. In GES-Rocatec, however, a large amount of $SiO_2(17.4wt%)$ were found. 2. In the scanning electron microscopy, similar pattern of surface irregu larities were observed in V-Supragold and GES-Sand. In GES-Bond, surface irregularities were increased and globular ceramic particles were observed. In GES-Rocatec, a large amount of silica particles attached to metal surface with increased surface irregularities were observed. 3. The mean shear bond strength values(MPa) in order were $22.9{\pm}3.7(V-Supragold),\;22.1{\pm}3.8(GES-Bond),\;20.1{\pm}2.8(GES-Rocatec)\;and\;13.0{\pm}1.4(GES-Sand)$. There was no significant difference between V-Supragold, GES-Bond, and GES-Rocatec. (P>0.05) 4. Most bonding failures modes were adhesive type in GES-Sand. However, in V-Supragold, GES-Bond and GES-Rocatec, cohesive and combination failures were commonly observed. From the result, with proper surface treatment method electroformed gold may have enough strength compare to conventional ceramometal alloy.

• 대한치과보철학회지
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• 제61권3호
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• pp.189-197
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• 2023

목적. 절삭 및 적층 가공 방식으로 제작한 임시 보철물 레진 블록과 재이장용 자가중합레진의 전단결합강도를 비교 평가하고자 하였다. 재료 및 방법. 레진 블록 시편의 제작방식에 따라 4개의 군으로 나누었고 subtractive manufacturing (SM), additive manufacturing stereolithography apparatus (AMS), additive manufacturing digital light processing (AMD), conventional self-curing (CON)의 방식으로 각 20개씩 레진 시편을 제작하였다. 제작 방식에 따른 레진 블록 시편과 재이장용 자가중합레진의 결합을 위해 시편의 표면에 실리콘 몰드를 이용하여 동일한 위치에 재이장 레진을 주입하여 중합하였다. 만능재료시험기를 이용하여 전단결합강도를 측정하였고 주사전자현미경으로 접착 계면의 파절 양상을 확인하였다. 실험군 간 비교를 위해 일원배치 분산분석과 사후 검정으로 Tukey test를 실시하였다(α = .05). 결과. 전단결합강도는 CON, SM, AMS, AMD군 순으로 높았다. CON군은 AMS군, AMD군과 유의한 차이가 있었고(P < .01) SM군과 유의한 차이가 없었다(P > .05). SM군은 AMD군과 유의한 차이가 있었고(P < .01) AMS군과 유의한 차이가 없었다(P > .05). AMS군은 AMD군과 유의한 차이가 있었다(P < .001). 파절 양상은 CON군, AMS군에서 혼합 파절이 높은 빈도로 나타났으며 SM군, AMD군에서 접착 파절이 높은 빈도로 나타났다. 결론. 절삭 및 적층 가공 방식으로 제작한 임시 보철물 레진 블록과 재이장용 자가중합 레진과의 전단결합강도에서 절삭 가공 방식(SM군)은 CON군보다 낮은 결합강도를 보였지만 유의한 차이를 보이지 않았다. 적층 가공 방식(AMS군, AMD군)은 CON군보다 유의하게 낮은 결합강도를 보였으며, AMD군이 가장 낮은 결합강도를 보였고 AMD군은 SM군과도 유의한 차이를 보였다.

• 콘크리트학회논문집
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• 제24권6호
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• pp.667-675
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• 2012

플랫 플레이트는 실의 배치가 지속적으로 바뀌는 오피스와 같이 유연한 공간의 배치를 위해 그 사용처가 증가하고 있다. 플랫 플레이트 구조를 사용함에 있어서 실무에서의 주요 문제는 슬래브-기둥 접합부에서 발생는 뚫림 전단 파괴에 대한 적절한 보강을 해주는 것이다. 이 연구에서는 플랫 플레이트 구조의 내부 슬래브-기둥 접합부에 대한 실험을 수행하였다. 세 가지의 특수한 전단 보강근이 구조물 전체의 파괴를 유발시킬 수 있는 플랫 플레이트 슬래브-기둥 접합부의 취성적인 뚫림 전단파괴를 방지하기 위해 제안되었다. 총 네 가지의 프랫 플레이트 실험체가 수직 방향의 단조 가력에 의해 수행되었다. 전단 보강근은 뚫림 전단강도를 높여주는 역할과 취성파괴를 방지하는 역할을 해 주었다. 수행된 실험에서 전단보강근이 충분한 정착길이를 확보하지 못하여 전단보강근의 항복 이전에 파괴가 일어났다. 실험 결과를 통한 FE 모델의 검증이 이루어졌으며 검증된 FE 모델을 통해 전단보강근의 부착 성능에 대한 변수 분석이 수행되었다. 주요 변수는 슬래브의 두께, 콘크리트의 압축강도였으며 전단보강근의 성능을 산정할 수 있는 방법을 제시하였다.