• 폴리머
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• 제38권3호
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• pp.397-405
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• 2014

본 연구는 고성능 준구조용 양면 점착테이프 제조를 위해 2-ethylhexyl acrylate(2-EHA)와 acrylic acid(AAC)를 사용하였고, UV 조사에 의해 시럽을 준비하였다. 양면 점착테이프의 두께, 무기물 충전제 함량 및 충전제 종류에 따른 준구조용 물성에 미치는 영향을 고찰하였다. 테이프의 두께 및 젖음시간이 증가할수록 박리강도가 증가하였다. 두께가 얇은 점착테이프($250{\mu}m$이하)의 경우 무기물 충전제의 true density가 낮을수록 적용시간 경과에 따라 박리강도가 높게 나타났다. 무기물 충전제 입자가 클수록 초기 박리강도가 높게 나타났으며, SEM 이미지를 통해 점착테이프 내에 무기물 충전제의 크기를 확인하였다. 다양한 무기물 충전제 및 함량에 따라 박리강도 증가와 함께 전단접착강도가 증가하는 비례관계를 보였으며, $0.1{\mu}m$인 양면 점착테이프에서 무기물 충전제는 전단접착강도에 더 영향을 주었다. 이러한 결과로부터 박막형 아크릴 양면 점착테이프는 준구조용 물성을 필요로 하는 용도에 사용가능할 것으로 사료된다.

• The Journal of Advanced Prosthodontics
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• 제5권2호
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• pp.104-109
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• 2013

PURPOSE. Among the surface treatment methods suggested to enhance the adhesion of resin cement to fiberreinforced composite posts, conflicting results have been obtained with silanization. In this study, the effects of silanization, heat activation after silanization, on the bond strength between fiber-reinforced composite post and resin cement were determined. MATERIALS AND METHODS. Six groups (n=7) were established to evaluate two types of fiber post (FRC Postec Plus, D.T. Light Post) and three surface treatments (no treatment; air drying; drying at $38^{\circ}C$). Every specimen were bonded with dual-curing resin cement (Variolink N) and stored in distilled water for 24 hours at $37^{\circ}C$. Shear-bond strength (MPa) between the fiber post and the resin cement were measured using universal testing device. The data were analyzed with 1-way ANOVA and by multiple comparisons according to Tukey's HSD (${\alpha}$=0.05). The effect of surface treatment, fiber post type, and the interactions between these two factors were analyzed using 2-way ANOVA and independent sample T-tests. RESULTS. Silanization of the FRC Postec Plus significantly increased bond strength compared with the respective non-treated control, whereas no effect was determined for the D.T. Light Post. Heat drying the silane coupling agent on to the fiberreinforced post did not significantly improve bond strength compared to air-syringe drying. CONCLUSION. The bond strength between the fiber-reinforced post and the resin cement was significantly increased with silanization in regards to the FRC Postec Plus post. Bond strength was not significantly improved by heat activation of the silane coupling agent.

• Restorative Dentistry and Endodontics
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• 제39권4호
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• pp.296-302
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• 2014

Objectives: It is difficult to achieve adhesion between resin cement and zirconia ceramics using routine surface preparation methods. The aim of this study was to evaluate the effects of $CO_2$ and Er:YAG laser treatment on the bond strength of resin cement to zirconia ceramics. Materials and Methods: In this in-vitro study 45 zirconia disks (6 mm in diameter and 2 mm in thickness) were assigned to 3 groups (n = 15). In control group (CNT) no laser treatment was used. In groups COL and EYL, $CO_2$ and Er:YAG lasers were used for pretreatment of zirconia surface, respectively. Composite resin disks were cemented on zirconia disk using dual-curing resin cement. Shear bond strength tests were performed at a crosshead speed of 0.5 mm/min after 24 hr distilled water storage. Data were analyzed by one-way ANOVA and post hoc Tukey's HSD tests. Results: The means and standard deviations of shear bond strength values in the EYL, COL and CNT groups were $8.65{\pm}1.75$, $12.12{\pm}3.02$, and $5.97{\pm}1.14MPa$, respectively. Data showed that application of $CO_2$ and Er:YAG lasers resulted in a significant higher shear bond strength of resin cement to zirconia ceramics (p < 0.0001). The highest bond strength was recorded in the COL group (p < 0.0001). In the CNT group all the failures were adhesive. However, in the laser groups, 80% of the failures were of the adhesive type. Conclusions: Pretreatment of zirconia ceramic via $CO_2$ and Er:YAG laser improves the bond strength of resin cement to zirconia ceramic, with higher bond strength values in the $CO_2$ laser treated samples.

• 한국철도학회논문집
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• 제8권4호
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• pp.367-371
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• 2005

Pile foundations are utilized when soil is so weak that shallow foundations are not suitable or point load is concentrated in small area. Such soil can be formed by the land reclamation works which have extensively been executed along the coastal line of southern and western parts of the Korean Peninsula. The working load at pile is sometimes subjected to not only compression load but also lateral load sad uplift forces. But in most of the practice design, uplift capacity of pile foundation is not considered and estimation of uplift capacity is presumed on the compression skin friction. This study was carried out to determine that the effect of embedment ratio and loading rate on uplift adhesion factor of concrete pile driven in clay. Based on the test results, the critical embedment ratio is about 9. Adhesion factor is constant under the critical embedment ratio, and decreasing over the critical embedment ratio. Also, adhesion factor is increased with the loading rate is increased.

• 접착 및 계면
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• 제5권2호
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• pp.22-36
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• 2004

Several in-situ testing methods of adhesively bonded joints under static short-time tensile loading are critically analyzed in terms of experimental procedure and data evaluation. Due to its rather homogeneous stress state across the glue line, the tensile-shear test with thick single-lap specimens, according to ISO 11003-2, has become the most important test process for the determination of realistic materials parameters. This basic method, which was improved in both, the experimental part by stepped adherends and easily attachable extensometers and the evaluation procedure by numeric substrate deformation correction and test simulation based on the finite element method (FEM), is therefore demonstrated by application to several kinds of adhesives and metallic adherends. Multi-axial load decreases the strength of a joint. This effect, which is illustrated by an experimental comparison, impedes the derivation of realistic mechanical characteristics from measured force-displacement curves. It is shown by numeric modeling that tensile-shear tests with thin plate substrates according to ISO 4587, which are widely used for quick industrial quality assurance, reveal an inhomogeneous stress state, especially because of relatively large adherend deformation. Complete experimental determination of the elastic properties of bonded joints requires independent measurement of at least two characteristics. As the thick-adherend tensile-shear test directly yields the shear modulus, the tensile butt-joint test according to ISO 6922 represents the most obvious complement of the test programme. Thus, validity of analytical correction formulae proposed in literature for the derivation of realistic materials characteristics is verified by numeric simulation. Moreover, the influence of the substrate deformation is examined and a FEM correction method introduced.

• Structural Engineering and Mechanics
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• 제76권2호
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• pp.153-162
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• 2020

Aiming at the mechanical and structural characteristics of the contact zone composite rock, the shear tests and numerical studies were carried out. The effects of the differences in mechanical properties of different materials and the normal stress on shear properties of contact zone composite samples were analyzed from a macro-meso level. The results show that the composite samples have high shear strength, and the interface of different materials has strong adhesion. The differences in mechanical properties of materials weakens the shear strength and increase the shear brittleness of the sample, while normal stress will inhibit these effect. Under low/high normal stress, the sample show two failure modes, at the meso-damage level: elastic-shearing-frictional sliding and elastic-extrusion wear. This is mainly controlled by the contact and friction state of the material after damage. The secondary failure of undulating structure under normal-shear stress is the nature of extrusion wear, which is positively correlated to the normal stress and the degree of difference in mechanical properties of different materials. The increase of the mechanical difference of the sample will enhance the shear brittleness under lower normal stress and the shear interaction under higher normal stress.

• 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.

• 접착 및 계면
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• 제7권2호
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• pp.26-31
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• 2006

Jute와 PP의 계면 접착력을 향상시키기 위해 추가적인 단계 없이 친 환경적인 공정을 통해 MAPP를 적용하였고 자연섬유의 방향성 또한 부여하여 기존에 제안된 방법보다 우수한 기계적 물성을 나타내었다. 전단 속도를 일정하게 변화시켜 기지 수지의 용융점도 측정한 결과, 압출이나 사출 성형과 같이 높은 전단력이 작용하지 않는 고온 프레스에서도 MAPP를 증량함에 따라 섬유와의 결합 가능성을 높일 수 있음을 밝혔다. 더하여 MAPP와 jute 섬유의 계면에서 관능기 간 화학 결합이 생성됨을 FT-IR을 통해 확인하였다. 인장 강도의 경우 섬유 방향에서 높은 값을 보였으며 3 wt% MAPP 함량에서 최적화 되었고 인장 강성에서도 유사한 경향을 가졌다. 굴곡 강도는 인장에 비해 상대적으로 MAPP 함량에 따른 상승효과가 미비하였는데 함침의 영향으로 판단되었다.

• 한국재난정보학회 논문집
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• 제20권1호
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• pp.169-176
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• 2024

연구목적: 본 논문에서는 직접전단시험에서 시험시편의 규모 때문에 부득이 굵은 입자가 제외되는 문제 때문에 발생되는 전단강도의 차이를 분석하고자 직접전단시험을 실시하는 실험연구를 수행하였다. 연구방법: 최대직경 50mm의 굵은 골재가 포함된 3개의 풍화토를 대상으로 대형직접전단시험을 실시하였다. 또한 굵은 골재가 제외된 최대직경 5mm 시료를 이용하여 소형직접전단시험을 실시하였다. 연구결과: 소형직접전단시험의 경우 큰입자가 포함된 대형직접전단시험의 결과에 비하여 내부마찰각은 약2.3% 작은 값을 도출하여 비교적 큰 차이가 없었다. 점착력에서는 대형직접전단시험에 비하여 소형 직접전단시험이 약 80.3% 작은 값을 도출하여 비교적 큰 차이를 나타내었다. 결론: 대형직접전단시험에서 굵은 입자가 내부마찰각보다는 점착력에 큰 영향을 준 것으로 분석되었다. 따라서, 굵은 입자를 포함한 화강풍화토는 수직응력에 영향을 받지 않는 점착력과 같은 전단강도를 갖고 있는 것으로 판단된다. 본 연구에서는 일반적으로 사용되고 있는 굵은 입자를 제외한 소형직접전단시험은 굵은 입자의 효과를 제외함으로서 안전측의 결과를 제공하는 것으로 분석되었다.

• Journal of Welding and Joining
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• 제31권5호
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• pp.71-76
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• 2013

The effect of zirconate having - NH functional group on the T-peel and lap shear strength of $CaCO_3$ containing structural epoxy adhesive for car body assembly was investigated. Curing behavior of epoxy adhesive samples were investigated by differential scanning calorimeter (DSC) techniques. The addition of zirconate up to 7.5 phr did not affect the curing mechanism of epoxy adhesive. While the small amount of zirconate addition less than 1.1 phr increased the cross-linking density, the excess addition of zirconate resulted in the increase of uncross-linked impurity. From the increase of T-peel and lap shear strength and the change of fracture mode from the adhesive failure to the mixed one, it was considered that the small addition of zirconate was effective in improving the adhesion strength of epoxy adhesive to the adherend and inorganic filler surfaces. The formation of uncross-linked impurity with the excess addition of zirconate was considered to decrease the joint strength by decreasing the cohesive strength of the cured epoxy.