• 대한금속재료학회지
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• 제47권1호
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• pp.13-20
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• 2009

This work presents functionally graded coatings (FGC) of hydroxyapatite (HA) and metallic powders on Ti-6Al-4V implants using plasma spray coating method. HA has been the most frequently used coating material due to its excellent compatibility with human bones. However, because of the abrupt changes in thermomechanical properties between HA and the metallic implant across an interface, and residual stress induced on cooling from coating temperture to room temperature, debonding at the interface occurs in use sometimes. In this work, FGC of HA and Ti or Ti-alloy powders is made to mitigate the abrupt property changes at the interface and the effect of FGC on residual stress release is investigated by evaluating the mechanical bond strength between the implant and the HA coating layers. Thermal annealing is done after coating in order to crystallize the HA coating layer which tends to have amorphous structure during thermal spray coating. The effects of types and compositional ratio of metallic powders in FGC and annealing conditions on the bond strength are also evaluated by strength tests and the microstructure analysis of coating layers and interfaces. Finally, biocompatibility of the coating layers are tested under ISO 10993-5.

• 대한치과교정학회지
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• 제35권3호
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• pp.207-215
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• 2005

본 연구는 교정 치료 중 탈락된 브라켓의 재접착 시 탈락 전과 유사한 위치로 재접착하기 위하여 브라켓 탈락 전 위치의 지표가 될 수 있는 잔여 레진을 제거하지 않고 flowable resin을 이용하여 재접착을 시행하는 방법을 제안하고 이 재접착 방법의 임상적 유용성을 알아보기 위하여 시행되었다 브라켓이 탈락된 치아 표면의 잔여 레진을 제거하고 산 부식 후 Transbond XT를 이용하여 새로운 브라켓을 접착하는 통상적인 재접착 방법을 사용한 군을 대조군으로 하고 탈락된 브라켓과 치아 표면의 잔여 레진을 제거하지 않고 치면을 산부식 후 탈락된 브라켓을 Transbond XT와 CharmFil Flow로 재접착한 군을 각각 실험군으로 하였다. 실험군과 대조군의 각 군간 전단 결합강도를 비교하였으며 ARI score를 이용하여 브라켓의 탈락 양상을 관찰하였고 탈락 양상에 따른 전단결합강도를 비교하였다. 그 결과 실험군 중 Transbond XT를 이용하여 재접착한 군$(6.30\pm1.01MPa)$의 전단결합강도가 대조군$(6.51\pm1.21 MP3)$에 비하여 낮긴 하지만 통계적으로 유의한 차이가 없었으며(P=0.534), CharmFil Flow를 이용하여 재접착한 군$(7.29\pm1.54MPa)$은 Transbond XT을 이용하여 재접착한 군에 비하여 유의성 있게 높은 전단결합강도를 보였다 (P=0.009). 탈락 양상을 관찰했을 때 대조군에서는 레진 내부, 브라켓-레진, 레진-치면 간의 파절 양상이 고르게 나타났으나 실험군에서는 레진-치면간의 탈락 양상은 보이지 않았고 레진 내부. 브라켓-레진 간의 탈락이 유사하게 나타났으며 브라켓의 탈락 양상에 따른 전단결합강도의 차이는 통계적으로 유의하지 않았다. (P>0.05) 이상의 결과로 미루어보아 본 연구에서 제시된 재접착 방법과 flowable resin의 재접착제로서의 사용 가능성은 충분할 것으로 보인다.

• 대한치과보철학회지
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• 제29권2호
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• pp.67-84
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• 1991

This study was carried out to investiagate the residual stress caused by the mismatch of thermal expansion and the bond failure resistance of alloy-porcelain specimens. The thermal expansions of alloys and porcelains were measured by using a straight push-rod dilatometer. Porcelain glass transition temperatures, thermal expansion coefficients, and thermal compatibility indices were derived from length-versus-temperature curves. Strain gauges were used to experimentally determine the Young's moduli of porcelains, the residual stresses of porcelain surface, and tensile bond strengths of the specimens of simulated porcelain metal crown. The obtained results were as follows: 1. The coefficients of thermal expansion for alloys were the minimum of $13.53\mu/^{\circ}C$ and the maximum of $20.11\mu/^{\circ}C$ in the range of $100\sim600^{\circ}C$ and those for porcelains were the minimum of $7.72\mu/^{\circ}C$ and the maximum of $31.24\mu/^{\circ}C$ in the range of $100\sim500^{\circ}C$. 2. The glass transition temperature of porcelains exhibited the same value without my relation to the healing rate, and the thermal disharmony of porcelain and alloy was more affected by porcelains than by the alloys. 3. The Young's moduli of body porcelains were larger than those of opaque porcelains(P<0.01) 4. It seemed that the residual stresses of porcelain surfaces in the porcelainalloy systems were more affected by porcelains than by alleys. 5. The bond strengths of the procelain-base metal alloy systems were larger than those of the porcelain-precious metal alloy systems. The fracture strengths of porcelain surfaces showed significant difference between porcelains (P<0.05).

• 대한치과교정학회지
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• 제28권5호
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• pp.689-698
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• 1998

법랑질의 표면처리에 따른 광중합형 글래스아이오노머 시멘트의 전단결합강도를 알아보고자 사람 소구치 80개를 선택하여 8개군으로 나누어 전단 결합 강도를 측정하고, 접착 파절의 양상을 평가하여 다음과 같은 결과를 얻었다. $1.37\%$ 인산용액으로 부식한 후 건조상태에서 글래스아이오노머 시멘트, 광중합형 레진, 화학중합형 레진으로 각각 부착한 실험군에서 글래스아이오노머 시멘트 실험군의 전단결합강도는 두 군과 유의한 차가 없었으나 화학중합형 레진군의 그것은 광중합형 레진군에 비해 유의성있게 낮았다 (p<0.05). $2.37\%$ 인산 실험군, $10\%$ 폴리 아크릴산 실험군, $1.23\%$ APF 실험군, 산처리하지 않은 실험군의 습한 상태에서 부착한 글래스아이오노머 시멘트의 전단결합강도에서 산처리하지않은 실험군의 그것이 유의성 있게 낮았으며, 그 외 군간에는 유의성 있는 차이가 없었다 (p<0.05). 3. 글래스아이오노머 실험군에서 습기의 존재가 전단결합강도에 유의성 있는 영향을 미치지 않았다 (p<0.05). 4. 산부식처리를 하지않은 군의 접착제 잔류지수가 가장 낮았으며 $37\%$인산용액으로 처리한 군의 접착제 잔류지수가 가장 높았다.

• Computers and Concrete
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• 제22권2호
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• pp.167-182
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• 2018

The modeling of loss of bond between reinforcing bars (rebars) and concrete due to corrosion is useful in studying the behavior and prediction of residual load bearing capacity of corroded reinforced concrete (RC) members. In the present work, first the possibility of using different methods to simulate the rebars-concrete bonding, which is used in three-dimensional (3D) finite element (FE) modeling of corroded RC beams, was explored. The cohesive surface interaction method was found to be most suitable for simulating the bond between rebars and concrete. Secondly, using the cohesive surface interaction approach, the 3D FE modeling of the behavior of non-corroded and corroded RC beams was carried out in an ABAQUS environment. Experimental data, reported in literature, were used to validate the models. Then using the developed models, a parametric study was conducted to examine the effects of some parameters, such as degree and location of the corrosion, on the behavior and residual capacity of the corroded beams. The results obtained from the parametric analysis using the developed model showed that corrosion in top compression rebars has very small effect on the flexural behaviors of beams with small flexural reinforcement ratio that is less than the maximum ratio specified in ACI-318-14 (singly RC beam). In addition, the reduction of steel yield strength in tension reinforcement due to corrosion is the main source of reducing the load bearing capacity of corroded RC beams. The most critical corrosion-induced damage is the complete loss of bond between rebars and the concrete as it causes sudden failure and the beam acts as un-reinforced beam.

• Geomechanics and Engineering
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• 제36권2호
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• pp.145-156
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• 2024

The mechanical properties of the concrete-frozen soil interface play a significant role in the stability and service performance of construction projects in cold regions. Current research mainly focuses on the precast concrete-frozen soil interface, with limited consideration for the more realistic cast-in-place concrete-frozen soil interface. The two construction methods result in completely different contact surface morphologies and exhibit significant differences in mechanical properties. Therefore, this study selects silty clay as the research object and conducts direct shear tests on the concrete-frozen soil interface under conditions of initial water content ranging from 12% to 24%, normal stress from 50 kPa to 300 kPa, and freezing temperature of -3℃. The results indicate that (1) both interface shear stress-displacement curves can be divided into three stages: rapid growth of shear stress, softening of shear stress after peak, and residual stability; (2) the peak strength of both interfaces increases initially and then decreases with an increase in water content, while residual strength is relatively less affected by water content; (3) peak strength and residual strength are linearly positively correlated with normal stress, and the strength of ice bonding is less affected by normal stress; (4) the mechanical properties of the cast-in-place concrete-frozen soil interface are significantly better than those of the precast concrete-frozen soil interface. However, when the water content is high, the former's mechanical performance deteriorates much more than the latter, leading to severe strength loss. Therefore, in practical engineering, cast-in-place concrete construction is preferred in cases of higher negative temperatures and lower water content, while precast concrete construction is considered in cases of lower negative temperatures and higher water content. This study provides reference for the construction of frozen soil-structure interface in cold regions and basic data support for improving the stability and service performance of cold region engineering.

• Korean Chemical Engineering Research
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• 제46권3호
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• pp.619-625
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• 2008

패시베이션 및 절연 목적으로 이용하는 플라즈마 화학기상증착(PECVD)법에 의해 증착된 무기막과 웨이퍼 간 본딩 접착제로 이용하는 유기 박막 적층면의, 열 순환에 의한 잔류 응력 및 본딩 결합력의 효과를 4점 굽힙 시험법과 웨이퍼 곡률 측정법에 의해 평가하였다. 무기막으로는 산화 규소막($SiO_2$)과 산화 질화막($SiN_x$)이, 유기 박막으로는 BCB(Benzocyclobutene)가 이용되었다. 이를 통해, 열 순환 동안 무기막과 유기막 사이에서의 잔류 응력과 본딩 결합력의 상관관계에 대한 모델식을 개발하였다. 최대 온도 350 및 $400^{\circ}C$에서 수행한 열 순환 공정에서, PECVD 산화 질화막과 BCB로 구성된 다층막에서, 본딩 결합력은 첫 번째 순환 공정 동안 감소한다. 이는 산화질화막 내 잔류인장응력의 증가가 다층막의 잔류응력에 의해 변형되는 에너지 및 본딩 결합력의 감소를 유도한다는 모델식의 예측과 일치하며, PECVD 산화 규소막내 잔류 압축 응력의 감소가 다층막의 잔류응력에 의해 변형되는 에너지 및 본딩 결합력 상승을 이끄는 산화 규소막과 BCB 구조의 본딩 결합력 결과와 비교된다. 이러한 산화 규소막과 산화 질화막을 포함한 다층막의 상반된 본딩 결합력은 증착 공정 후 막 내에 형성된 수소 결합이 고온 순환 공정 동안 축합 반응을 통해 더 밀집되어 인장응력을 형성하기 때문임을 알 수 있었다.

• Structural Engineering and Mechanics
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• 제75권4호
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• pp.455-464
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• 2020

Reinforcement corrosion is one of the major problems in the durability of reinforced concrete structures exposed to aggressive environments. Deterioration caused by reinforcement corrosion reduces the durability and the safety margin of concrete structures, causing excessive costs in managing these structures safely. This paper aims to investigate the effects of reinforcement corrosion on the load bearing capacity deterioration of the corroded reinforced concrete structures. A new analytical method is proposed to predict the crack growth of cover concrete and evaluate the residual strength of concrete structures with corroded reinforcement failing in bond. The structural performance indicators, such as concrete crack growth and flexural strength deterioration rate, are assumed to be a stochastic process for lifetime distribution modelling of structural performance deterioration over time during the life cycle. The Weibull life evolution model is employed for analysing lifetime reliability and estimating remaining useful life of the corroded concrete structures. The results for the worked example show that the proposed approach can provide a reliable method for lifetime performance assessment of the corroded reinforced concrete structures.

• The Journal of Advanced Prosthodontics
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• 제5권3호
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• pp.234-240
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• 2013

PURPOSE. This study evaluated the effectiveness of various methods for removing provisional cement from implant abutments, and what effect these methods have on the retention of prosthesis during the definitive cementation. MATERIALS AND METHODS. Forty implant fixture analogues and abutments were embedded in resin blocks. Forty cast crowns were fabricated and divided into 4 groups each containing 10 implants. Group A was cemented directly with the definitive cement (Cem-Implant). The remainder were cemented with provisional cement (Temp-Bond NE), and classified according to the method for cleaning the abutments. Group B used a plastic curette and wet gauze, Group C used a rubber cup and pumice, and Group D used an airborne particle abrasion technique. The abutments were observed using a stereomicroscope after removing the provisional cement. The tensile bond strength was measured after the definitive cementation. Statistical analysis was performed using one-way analysis of variance test (${\alpha}$=.05). RESULTS. Group B clearly showed provisional cement remaining, whereas the other groups showed almost no cement. Groups A and B showed a relatively smooth surface. More roughness was observed in Group C, and apparent roughness was noted in Group D. The tensile bond strength tests revealed Group D to have significantly the highest tensile bond strength followed in order by Groups C, A and B. CONCLUSION. A plastic curette and wet gauze alone cannot effectively remove the residual provisional cement on the abutment. The definitive retention increased when the abutments were treated with rubber cup/pumice or airborne particle abraded to remove the provisional cement.

• International Journal of Reliability and Applications
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• 제7권2호
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• pp.177-186
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• 2006

Typical confidence intervals for a mean or mean residual life (MRL) are centered about the mean or mean residual life. We discuss novel confidence intervals that produce statements like "we are 95% confident that the MRL function, e(t), is greater than a prespecified $\mu_o$ for all t in the interval [0, $\hat{\theta})$)" where $\hat{\theta}$ is determined from the sample data, confidence level, and $\mu_o$. Also, we can have statements like 'we are 95% confident that the MRL of population 1, namely $e_1$(t), is greater than the MRL of population 2, $e_2$(t), for all t in the interval [0, $\hat{\theta}$)" where $\hat{\theta}$ is determined from the sample data and confidence level. We illustrate these one and two sample confidence intervals on internal bonds (tensile strengths) for an important modem engineered wood product, called medium density fiberboard (MDF), used internationally.