• Restorative Dentistry and Endodontics
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• 제47권3호
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• pp.28.1-28.12
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• 2022

Objectives: Metalloproteinase-inhibiting agents, such as chitosan, can prevent collagen degradation in demineralized dental substrates, thereby improving the adhesive interface. This study evaluated the bond strength (BS) and chemical and morphological characterization of the adhesive interface after applying chitosan solution to demineralized dentin. Materials and Methods: The 80 third molars were selected. Forty teeth underwent caries induction using the pH cycling method. The teeth were divided according to the treatment: distilled water (control) and 2.5% chitosan solution. The surfaces were restored using adhesive and composite resins. Half of the specimens in each group were aged, and the other half underwent immediate analyses. The teeth were sectioned and underwent the microtensile bond strength test (µTBS), and chemical and morphological analyses using energy-dispersive spectroscopy and scanning electron microscopy, respectively. Data analysis was performed using 3-way analysis of variance. Results: For µTBS, sound dentin was superior to demineralized dentin (p < 0.001), chitosan-treated specimens had higher bond strength than the untreated ones (p < 0.001), and those that underwent immediate analysis had higher values than the aged specimens (p = 0.019). No significant differences were observed in the chemical or morphological compositions. Conclusions: Chitosan treatment improved bond strength both immediately and after aging, even in demineralized dentin.

• The Journal of Advanced Prosthodontics
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• 제5권3호
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• pp.226-233
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• 2013

PURPOSE. This study evaluated the adhesion of 10-MDP containing self-etch and self-adhesive resin cements to dentin with and without the use of etch-and-rinse technique. MATERIALS AND METHODS. Human third molars (N=180) were randomly divided into 6 groups (n=30 per group). Conventional (Panavia F2.0, Kuraray-PAN) and self-adhesive resin cements (Clearfil SA, Kuraray-CSA) were bonded to dentin surfaces either after application of 3-step etch-and-rinse (35% $H_3PO_4$ + ED Primer) or two-step self-etch adhesive resin (Clearfil SE Bond). Specimens were subjected to shear bond strength test using the universal testing machine (0.5 mm/min). The failure types were analyzed using a stereomicroscope and quality of hybrid layer was observed under a scanning electron microscope. The data (MPa) were analyzed using two-way ANOVA and Tukey's tests (${\alpha}$=.05). RESULTS. Overall, PAN adhesive cement showed significantly higher mean bond strength ($12.5{\pm}2.3-14.1{\pm}2.4$ MPa) than CSA cement ($9.3{\pm}1.4-13.9{\pm}1.9$ MPa) (P<.001). Adhesive failures were more frequent in CSA cement groups when used in conjunction with two-step self-adhesive (68%) or no adhesive at all (66%). Hybrid layer quality was inferior in CSA compared to PAN cement in all conditions. CONCLUSION. In clinical situations where bonding to dentin substrate is crucial, both conventional and self-adhesive resin cements based on 10-MDP can benefit from etch-and-rinse technique to achieve better quality of adhesion in the early clinical period.

• 한국도로학회논문집
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• 제5권2호
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• pp.15-24
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• 2003

방수시스템(WPS)의 성능은 재료 인자들의 복잡한 상호작용, 설계상세, 그리고 시공의 질에 따라 영향을 받고, 주로 인장접착강도(TAS)로 측정되는 교면과의 접착성에 의해 결정되는 것으로 알려져 있다. 따라서 본 연구는 현재 국내에 유통되고 있는 교면방수재 8종의 WPS의 성능을 아스팔트 포장층 혼합물의 종류, 시공시 혼합물의 온도, 포장층의 두께, 반복주행시험에 따른 접착특성을 중심으로 인장접착특성을 비교하였다. 또한 TAS 시험 후 계면에서의 탈리상태를 조사하였다. WPS에 대한 TAS 시험결과 SMA 혼합물이 밀입도 혼합물 보다 TAS가 크게 나타나 아스팔트 혼합물 종류에 따라서 차이가 났다. 시트식 방수재는 아스팔트 혼합물의 종류에 상관없이 시공온도가 높은 것이 접착력이 더 크게 나타났으나 도막식에서는 방수재 계열별로 다소 차이가 있고 시트식과 같지 않은 것으로 나타났다. 포장층 두께에 따른 영향은 방수재 종류에 상관없이 대동소이한 것으로 나타났다. 반복주행시험에 따라서 시트식에서의 접착력은 하중 재하지점>하중재하 않은 곳>하중 재하지점 옆 부근의 순서로 나타났고, 도막식에서는 방수재 종류에 따라 다르게 나타났다. 또한 방수재의 종류 및 특성에 따라 방수시스템 계면에서의 탈리상태가 다르다는 것을 알 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.794-797
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• 2004

In this study, tensile adhesive strength(TAS) test was carreid out for evaluated the effects of temperature conditions (-20, -10, 0, 5, 10, 20, 30, $40^{\circ}C$) on the tensile adhesive characteristics about 4 type waterproofing membranes which were commercially used in bridge decks. And, failure appeariences of waterproofing systems in each temperature after TAS test were observed the sawing surfaces of waterproofing systems for whether or not damaged of waterproofing membranes. Also, correction coefficient of TAS with temperature were calculated using 4 type waterproofing membrane. It could be shown that the higher TAS and shear adhesive strength, the lower temperature, regardless of the type of waterproofing membrane. Temperature sensibility of TAS was especially remarkable in epoxy membrane. Failure type was occurred the ductile failure in $30^{\circ}C\;and\;40^{\circ}C$. From these results, it was shown that if ambient temperature above $30^{\circ}C$ maintains for a long time, waterproofing membrane will be deformed by softening. Otherwise, waterproofing membrane in temperature below $20^{\circ}C$ shown that occurred the brittle failure. From the results of visual observation of cutting surface for specimen, the thin waterproofing membranes shown indented by hot aggregate of the asphalt mixtures. Therefore, it could be known that the specification of waterproofing membrane thickness is necessary by waterproofing membrane type. As temperature change varied with pavement depth, the interface temperature was more important than ambient temperature in TAS test. Now, TAS test results were limited only in $-10^{\circ}C\;and\;20^{\circ}C$ temperature, but correction coefficient of TAS by ambient temperature could be used as a solution to deal with this problem.

• 대한치과보철학회지
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• 제47권2호
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• pp.232-239
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• 2009

연구목적: 많은 의치 환자들은 의치의 유지력, 안정성 그리고 저작기능을 향상시키기 위해 의치접착제를 사용하고 있다. 이상적인 의치접착제는 독성이나 자극이 없고, 구강점막에 편안함을 제공하고, 나쁜 냄새나 맛이 없어야 한다. 의치접착 크림의 세포독성 여부를 확인하고, 의치접착제의 효과와 시간에 따른 유지력의 변화를 알아보고자 하였다. 연구재료 및 방법: 의치접착크림의 세포독성 여부를 알아보기 위해 mouse 섬유아세포를 이용한 MTT 시험을 통해 의치접착크림의 농도와 1일에서 4일까지의 시간에 따른 세포독성 여부를 평가하였다. 의치 접착제가 유지력 향상에 미치는 효과와 시간에 따른 유지력의 변화를 알아보기 위해 무치악 덴티폼과 이에 맞는 의치상을 제작하여 의치 접착제 적용 후 3일까지의 인장결합강도를 측정하였다. 결과: 1. 의치접착크림은 농도와 시간에 따라 세포독성이 관찰되는 것은 없었다. 2. 의치접착크림과 인공타액을 동시에 사용한 경우 통계학적으로 가장 높은 인장 결합강도를 나타내었고, 의치접착크림을 단독으로 사용한 경우보다 인장 결합강도가 통계학적으로 유의성 있게 높았다. 이는 인공타액과 의치접착크림의 인장 결합강도의 단순 합계보다 높았다. 3. 의치접착크림과 인공타액을 동시에 사용한 군에서 도포 후부터 1시간 후까지 인장 결합강도는 최대치를 기록하였고 3시간부터 인장 결합강도는 점차 감소하기 시작하여 12시간 후는 최대 인장 결합강도의 70%, 1일후에50%까지 감소하였다. 이상의 결과를 토대로 의치접착크림은 1일에서 4일까지 세포독성이 없었고 의치의 유지력을 향상시키는데 효과적이며, 타액과 같이 작용하여 효과를 더 발휘할 수 있었다. 향후 장기적인 사용에 따른 다양한 세포독성 실험과 접착력의 감소에 대한 연구가 필요하리라 사료된다.

• 대한화학회지
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• 제20권3호
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• pp.240-243
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• 1976

리그닌을 알칼리로 活性化시키고 페놀 및 포름알데히드와 反應시켜 새로운 樹脂를 合成하였다. 合成된 樹脂는 木材의 接着劑로 쓸 수 있는 충분한 强度를 가졌음을 확인하였다.

• Journal of the Korean Wood Science and Technology
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• 제39권1호
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• pp.21-27
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• 2011

This study was carried out to examine properties of water resistant plywood by using serum protein adhesive which is natural, environment-friendly and human-friendly. For the preparation of the serum protein adhesive, pig blood from slaughterhouse was centrifuged and serum was separated from corpuscles and concentrated to 30% by dry weight basis. This concentrated serum protein was modified with PF resin (50% NVC) with the ratio of 9 : 2.5. Plywood made by this modified serum protein gave 1.21 N/$mm^2$ of dry bonding strength, 0.80 N/$mm^2$ of wet boil bonding strength, 0% of cyclic delamination test value, and 0.025 ppm of HCHO emission, which met the excellent super $E_0$ grade and water resistant plywood.

• Steel and Composite Structures
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• 제20권6호
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• pp.1275-1303
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• 2016

Steel plates and carbon-fiber-reinforced polymer (CFRP) laminates or plates bonded to concrete substrates have been widely used for concrete strengthening. However, this technique cause plate debonding, which makes the strengthening system inefficient. The main objective of this study is to enhance the bond strength of externally bonded steel plates and CFRP laminates to the concrete surface by proposing new embedded adhesive and steel connectors. The effects of these new embedded connectors were investigated through the tests on 36 prism specimens. Parameters such as interfacial shear stress, fracture energy and the maximum strains in plates were also determined in this study and compared with the maximum value of debonding stresses using a relevant failure criterion by means of pullout test. The study indicates that the interfacial bond strength between the externally bonded plates and concrete can be increased remarkably by using these connectors. The investigation verifies that steel connectors increase the shear bond strength by 48% compared to 38% for the adhesive connectors. Thus, steel connectors are more effective than adhesive connectors in increasing shear bond strength. Results also show that the use of double connectors significantly increases interfacial shear stress and decrease debonding failure. Finally, a new proposed formula is modified to predict the maximum bond strength of steel plates and CFRP laminates adhesively glued to concrete in the presence of the embedded connectors.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.543-546
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• 2005

The development and maintenance of a sound bond are an essential requirements of concrete repair and replacement. The bond property of a bonded overlay to its substrate concrete during the lifetime is one of the most important performance requirements which should be quantified This study was performed to investigate the characteristics of adhesive strength for overlay concrete. Three different removal methods of deteriorated concrete such as chip-patch, mill-patch and water-jet were varied in this study. According to the adhesive strength of pull- off test, case III using water-jet was measured $2\~3$ times higher than that of chip-patch or mill-patch.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2004년도 추계학술발표대회 논문집
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• pp.73-77
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• 2004

Failure predictions of composite single-lap bonded joints were performed considering both of composite adherend failure and bondline failure. An elastic-perfectly plastic model of adhesive and a delamination failure criterion are used. The failure prediction results such as failure mode and strength have very good agreements with the test results of joint specimens with various bonding methods and parameters. The influence of variations in the effective strength (that is, adhesion performance) and plastic behavior of adhesive on the failure characteristics of composite bonded joints are investigated numerically. The numerical results show that optimal joint strength is archived when adhesive and delamination failure occur in the same time.