• Title/Summary/Keyword: 결합강도

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Microstructure and Strength of Alkali-Activated Kaolin-Fly Ash Blend Binder (카올린-플라이애시 혼합 알칼리 활성화 결합재의 미세구조 및 강도 특성)

  • Jun, Yubin;Kim, Tae-Wan;Oh, Jae-Eun
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.6 no.1
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    • pp.25-35
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    • 2018
  • This study presents microstructural characteristics and strength properties of alkali-activated kaolin(K)-fly ash(FA) blends binders. The compressive strength, X-ray diffraction(XRD), thermogravimetric(TG) analysis and SEM/EDS were measured for hardened samples. The results were shown that all the samples had developed the compressive strength over time, regardless of replacement levels of K. It was found that when the amount of K increased, the strengths of samples decreased. In XRD result, no new crystalline phases were observed in all the hardened samples other than the crystalline components of raw FA and K, whereas TG analysis showed that N-A-S-H gel was formed as a reaction product in all the samples. Samples did not have the typical microstructure of dense, and there is little significant difference between the microstructures of the samples despite the differences in the strength testing results with replacement ratios of K. This study showed that the strength of sample was larger for lower Si/Al ratio of reaction product formed in sample. According to the correlation between Si/Al ratio and strength in this study, it is expected that if a chemical additive is used for lowering the Si/Al ratio of reaction product(i.e., increasing the $Al_2O_3$ solubility) in alkali-activated K-FA blends binders, strength improvement in K-FA blends binders could be achieved.

PHYSICAL PROPERTIES OF DIFFERENT SELF-ADHESIVE RESIN CEMENTS AND THEIR SHEAR BOND STRENGTH ON LITHIUM DISILICATE CERAMIC AND DENTIN (수종의 자가 접착 레진 시멘트의 물성 및 lithium disilicate ceramic과 상아질에 대한 전단결합강도 비교)

  • Shin, Hye-Jin;Song, Chang-Kyu;Partk, Se-Hee;Kim, Jin-Woo;Cho, Kyung-Mo
    • Restorative Dentistry and Endodontics
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    • v.34 no.3
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    • pp.184-191
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    • 2009
  • The purpose of this study was to evaluate the physical properties of different self-adhesive resin cements and their shear bond strength on dentin and lithium disilicate ceramic and compare these result with that of conventional resin cement. For this study, four self-adhesive resin cements (Rely-X Unicem, Embrace Wetbond, Mexcem, BisCem), one conventional resin cement (Rely-X ARC) and one restorative resin composite (Z-350) were used. In order to evaluate the physical properties, compressive strength, diametral tensile strength and flexural strength were measured. To evaluate the shear bond strength on dentin, each cement was adhered to buccal dentinal surface of extracted human lower molars. Dentin bonding agent was applied after acid etching for groups of Rely-X ARC and Z-350. In order to evaluate the shear bond strength on ceramic, lithium disilicate glass ceramic (IPS Empress 2) disks were prepared. Only Rely-X ARC and Z-350 groups were pretreated with hydrofluoric acid and silane. And then each resin cement was adhered to ceramic surface in 2 mm diameter. Physical properties and shear bond strengths were measured using a universal testing machine. Results were as follows 1. BisCem showed the lowest compressive strength, diametral tensile strength and flexural strength. (P<0.05) 2. Self-adhesive resin cements showed significantly lower shear bond strength on the dentin and lithium disilicate ceramic than Rely-X ARC and Z-350 (P<0.05) In conclusion, self-adhesive resin cements represent the lower physical properties and shear bond strength than a conventional resin cement.

Strength and Failure Mode Prediction of Mechanically Fastened Carbon/Epoxy Joints (탄소/에폭시 복합재료 구조물의 기계적 결합에 대한 강도 및 파손모드 예측)

  • 김기범;이미나;공창덕
    • Journal of the Korean Society of Propulsion Engineers
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    • v.1 no.1
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    • pp.111-121
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    • 1997
  • An investigation was performed to study the predicting the joint strength of mechanical fasteners. Bearing failure is most important failure mode for designing joint. So in this study, the prediction method in consideration with bearing failure was chosen. In the proposed method, the characteristic length is combined with the Yamada-Sun failure criterion, Tsai-Hill failure criterion and characteristic length for Tension and Compression is determined from investigation. Especially the length of compression is determined from the "bearing failure test" that newly conceived to take bearing failure into consideration. The proposed prediction method was applied to quasi-isotropic carbon/epoxy joint showing net-tension and bearing failure experimentally. Good agreement was found between the predicted and experimental result for each joint geometry. geometry.

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A STUDY ON THE RELATIVE SHEAR BOND STRENGTH OF COMPOSITE RESIN TO COMPOMERS (컴포머에 대한 복합레진의 전단결합강도에 관한 연구)

  • Jeong, Song-Ran;Choi, Nam-Ki;Yang, Kyu-Ho;Kim, Seon-Mi;Song, Ho-Jun
    • Journal of the korean academy of Pediatric Dentistry
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    • v.32 no.3
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    • pp.509-516
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    • 2005
  • For the purpose of comparing the bond strengths of compomers to composite resin, composite Z250, and two polyacid modified composite resin, Dyract AP and F2000, were selected and investigated using universal testing machine for measuring the shear bond strengths. Additionally, the failure modes were examined by observing the fractured surfaces of each specimen. The following results were obtained. 1. The shear bond strength of Dyract AP to Z250 were higher than those of F2000, but there was no statistically significant difference between group 1 and group 3(p>0.05), and groups using fresh compomers showed higher bond strength than those using aged compomers(p<0.05). 2. After measuring the shear bond strength of each group, it was highest in group 5 and was lowest in group 9(p<0.05). 3. Although there was no statistically significant difference, groups treated with thermocycling showed lower bond strengths than those of non-thermocycling groups. 4. Overall compomer/composite resin failures were adhesive. Cohesive failures occurred mainly in groups using bonding agent. Based on these results, the application of a bonding agent on fresh polyacid-modified resin composite increases the bond strength between polyacid-modified resin composite and composite resin. Additionally, the surface of aged polyacid-modified resin composite has to be roughened mechanically and a bonding agent has to be used in combination with composite resin.

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Comparison of shear bond strength between various temporary prostheses resin blocks fabricated by subtractive and additive manufacturing methods bonded to self-curing reline resin (절삭 및 적층 가공법으로 제작한 임시 보철물 레진 블록과 재이 장용 자가중합 레진의 전단결합강도 비교)

  • Hyo-Min Ryu;Jin-Han Lee
    • The Journal of Korean Academy of Prosthodontics
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    • v.61 no.3
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    • pp.189-197
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    • 2023
  • Purpose. This study aimed to compare and evaluate the shear bond strength between various temporary prostheses resin blocks fabricated by subtractive and additive manufacturing methods bonded to self-curing reline resin. Materials and methods. The experimental groups were divided into 4 groups according to the manufacturing methods of the resin block specimens and each specimen was fabricated by subtractive manufacturing (SM), additive manufacturing stereolithography apparatus manufacturing (AMS), additive manufacturing digital light processing manufacturing (AMD) and conventional self-curing (CON). To bond the resin block specimens and self-curing resin, the reline resin was injected and polymerized into the same location of each resin block using a silicone mold. The shear bond strength was measured using a universal testing machine, and the surface of the adhesive interface was examined by scanning electron microscopy. To compare between groups, one-way ANOVA was done followed by Tukey post hoc test (α = 0.05). Results. The shear bond strength showed higher values in the order of CON, SM, AMS, and AMD group. There were significant differences between CON and AMS groups, as well as between CON and AMD groups. but there were no significant differences between CON and SM groups (P > .05). There were significant differences between SM and AMD groups, but there were no significant differences between SM and AMS groups. The AMS group was significantly different from the AMD group (P < .001). The most frequent failure mode was mixed failures in CON and AMS groups, and adhesive failures in SM and AMD groups. Conclusion. The shear bond strength of SM group showed lower but not significant bond strength compared to the CON group. The additive manufacturing method groups (AMS and AMD) showed significantly lower bond strength than the CON group, with the AMD group the lowest. There was also a significant difference between the AMD and SM group.

COMPARISON OF MICROTENSILE BOND STRENGTH OF COMPOSITE RESTORATION TO ERODED ENAMEL BY SURFACE TREATMENT (접착제의 종류에 따른 침식치아에 대한 복합레진의 결합강도)

  • Lee, Soon-Young;Lee, Kyung-Ho;Noh, Hong-Seok;Jeong, Tae-Sung;Kim, Shin
    • Journal of the korean academy of Pediatric Dentistry
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    • v.38 no.4
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    • pp.348-354
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    • 2011
  • Composite resin has been widely used for eroded enamel. But, as there have been many reports about the differences in physicochemical characteristics of eroded enamel compared with sound enamel, an additional effort was thought necessary to obtain the optimal bond strength. As a possible answer, we came to think about the application of infiltrant resin which is known to have an excellent penetration capacity into enamel. This study was performed for the purpose of comparing the bond strength of composite restoration with or without infiltrant resin under adhesives on the artificially eroded enamel. 60 extracted sound maxillary primary incisors were selected and divided into group 1, 2, 3 according to the number of artificial erosion cycling for 5 minute duration in 1% citric acid of pH 3.2 at $37^{\circ}C$. And the labial surfaces were divided into 3 areas; group A, only resin adhesive was used, group I, only infiltrant resin, group IA, infiltrant resin followed by resin adhesive. Afterwards, every specimen was restored with composite resin. Microtensile bond strength was measured and failure modes were observed. The obtained results were as follows: 1. In comparing the bond strength by the degree of enamel erosion, it was revealed the highest bond strength in group 1, followed by group 2 and 3, showing the lowest bond strength in most eroded group(p<0.05). 2. In comparing the bond strength by surface treatment methods, group IA and I showed higher value than group A(p<0.05), with unsignificant difference between group I and IA(p>0.05). 3. In observation of failure mode, it was shown higher frequency of cohesive failure in order of 1-2-3 and IA-I-A. Conclusively, it was shown decreasing tendency of bond strength as the enamel is more eroded, and infiltrant resin was thought helpful to replace or add to the resin adhesive for optimal bonding with eroded enamel.

MICROTENSILE BOND STRENGTH OF SELF-ETCHING AND SELF-ADHESIVE RESIN CEMENTS TO DENTIN AND INDIRECT COMPOSITE RESIN (간접 복합레진 합착 시 자가부식형과 자가접착형 레진시멘트의 상아질에 대한 미세인장 결합강도)

  • Park, Jae-Gu;Cho, Young-Gon;Kim, Il-Sin
    • Restorative Dentistry and Endodontics
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    • v.35 no.2
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    • pp.106-115
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    • 2010
  • The purpose of this study was to evaluate the microtensile bond strength (${\mu}TBS$), failure modes and bonding interfaces of self-etching and three self-adhesive resin cements to dentin and indirect composite resin. Cylindrical composite blocks (Tescera, Bisco Inc.) were luted with resin cements (PA: Panavia F 2.0, Kuraray Medical Inc., RE: RelyX Unicem Clicker, 3M ESPE., MA: Maxem, Kerr Co., BI: BisCem, Bisco Inc.) on the prepared occlusal dentin surfaces of 20 extracted molars. After storage in distilled water for 24 h, $1.0\;mm\;{\times}\;1.0\;mm$ composite-dentin beams were prepared. ${\mu}TBS$ was tested at a cross-head speed of 0.5 mm/min. Data were analyzed with one-way ANOVA and Tukey's HSD test. Dentin sides of all fractured specimens and interfaces of resin cements-dentin or resin cements-composite were examined at FESEM (Field Emission-Scanning Electron Microscope). In conclusion, PA and RE showed higher bond strength and closer adaptation than MA and BI when indirect composite blocks were luted to dentin using a self-etching and three self-adhesive resin cements.

Performance Characteristics of No-Fines Polymer Concrete using Recycled Coarse Aggregate with Binder Contents (결합재의 함량에 따른 순환굵은골재 사용 무세골재 폴리머 콘크리트의 성능 발현 특성)

  • Kim, Do-Heon;Jung, Hyuk-Sang;Kim, Dong-Hyun
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.4
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    • pp.433-442
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    • 2021
  • In this study, the properties of no-fines polymer concrete with different polymer binder contents were evaluated. The polymer concrete was formulated using a polymeric binder (unsaturated polyester resin), fly ash, and recycled coarse aggregate (60%) and crushed coarse aggregate (40%). The polymeric binder content (4.0-6.0wt.%) was used as an experimental variable because it dramatically affects both the cost-effectiveness and material properties. The results showed that the density, compressive strength, flexural strength both before and after exposure to freezing and thawing increased as the polymer binder content increased, while the absorption, void ratio, permeable voids, coefficient of permeability, and acid resistance (mass loss by acid attack) decreased as the polymeric binder content increased. In particular, even though the void ratio was 18.4% and the water permeability coefficient was 7.3mm/sec, the compressive strength and flexural strength were as high as 38.0MPa and 10.0MPa, respectively, much more significant than those of previous studies. Other properties such as absorption and acid resistance were also found to be excellent. The results appear to be rooted in the increased adhesion of the binder by adding a cross-linking agent and the surface hydrophobicity of the polymer.

The Quantitative Analysis of Adsorption and Desorption for Cohesive Sediment with Mixing Intensity (교반강도에 따른 점착성 유사의 흡탈착 정량화 분석)

  • Kim, Dong Hyun;Yoo, Hyung Ju;Lee, Seung Oh
    • Proceedings of the Korea Water Resources Association Conference
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    • 2020.06a
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    • pp.50-50
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    • 2020
  • 하천, 강어귀 및 해안 지역의 점착성 유사는 흐름 내에 입자의 충돌에 의한 흡탈착으로 인해 다양한 크기의 플록을 형성한다. 이 플록은 오염물과도 군집을 형성하여 하상이 퇴적되는 경우가 많으며 홍수 등과 같은 외부 충격으로 인해 재부 되어 하천 환경 및 생태계에 악영향을 미친다. 군집의 형성은 화학적인 결합과 물리적인 응집으로 분류할 수 있는데, 미세 점착성 유사의 군집형성에 대한 연구는 주로 화학적인 결합에 대한 연구가 활발하다. 반대로 물리적인 결합 혹은 외부 충격에 대한 플록형성 매커니즘에 대한 연구는 미비한 실정이다. 따라서, 본 연구에서는 교반기를 활용한 실험을 통하여 점착성 유사에 대한 물리적인 흡탈착 과정을 분석하였다. 유입된 점착성 유사를 교반기로 외부충격을 주어 흡착과 탈착하는 정도를 탁도와 농도를 통해 정량화하였다. 실험은 원통 수조에서 수행되었으며, 교반기의 RPM을 조절하면서 외부충격의 강도를 조절하였다. 초기 실험을 통해 탁도-농도의 관계를 제시하였고 이를 활용하여 교반강도와 점착성 유사의 농도를 분석하였다. 실험 결과 교반강도가 증가할수록 플록 형성이 활발하게 진행되었으나, 일정 교반강도 이상에서는 다른 흡착 과정을 보였다. 이를 토대로 점착성 유사의 흡탈착의 임계값을 제시하였다. 향후 본 연구결과와 유속 혹은 난류강도 등의 하천특성과 연관성을 분석한다면 하천 내 오염물 관리에 효과적으로 사용될 것으로 기대된다.

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The study of shear bond strength of a self-adhesive resin luting cement to dentin (상아질에 대한 자가 접착 레진 시멘트의 전단결합강도에 관한 연구)

  • In, Hee-Sun;Park, Jong-Il;Choi, Jong-In;Cho, Hye-Won;Dong, Jin-Keun
    • The Journal of Korean Academy of Prosthodontics
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    • v.46 no.5
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    • pp.535-543
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    • 2008
  • Purpose: The objective of this study was to compare the bonding characteristics of a new self-adhesive resin cement to dentin, which does not require bonding and conditioning procedure of the tooth surface, and conventional resin cement. The effect of phosphoric acid etching prior to application of self-adhesive resin cement on the shear bond strength was also evaluated. Material and methods: Fortyfive non-carious human adult molars extracted within 6 months were embedded in chemically cured acrylic resin. The teeth were ground with a series of SiC-papers ending with 800 grit until the flat dentin surfaces of the teeth were exposed. The teeth were randomly divided into 3 experimental groups. In group 1, self-adhesive resin cement, RelyX Unicem (3M ESPE, Seefeld, Germany) was bonded without any conditioning of teeth. In group 2, RelyX Unicem was bonded to teeth after phosphoric acid etching. For group 3, Syntac Primer (Ivoclar Vivadent AG, Schaan, Liechtenstein) was applied to the teeth before Syntac adhesive (Ivoclar Vivadent AG, Schaan, Liechtenstein) and Helibond (Ivoclar Vivadent AG, Schaan, Liechtenstein) followed by conventional resin cement, Variolink II (Ivoclar Vivadent AG, Schaan, Liechtenstein). To make a shear bond strength test model, a plastic tuble (3 mm diameter, 3 mm height) was applied to the dentin surfaces at a right angle and filled it with respective resin cement, and light-polymerized for 40 seconds. All the specimens were stored in distilled water at $37^{\circ}C$ for 24 hours before test. Universal Testing Machine (Z020, Zwick, Ulm, Germany) at a cross head speed of 1 mm/min was used to evaluate the shear bond strength. The failure sites were inspected under a magnifier and Scanning Electron Microscope. The data was analyzed with One way ANOVA and Scheffe test at ${\alpha}$= 0.05. Results: (1) The shear bond strengths to dentin of RelyX Unicem was not significantly different from those of Variolink II/Syntac. (2) Phosphoric acid etching lowered the shear bond strength of RelyX Unicem significantly. (3) Most of RelyX Unicem and Variolink II showed mixed fractures, while all the specimens of RelyX Unicem with phosphoric acid etching demonstrated adhesive failure between dentin and resin cement. Conclusion: Shear bond strength to dentin of self-adhesive resin cement is not significantly different from conventional resin cement, and phosphoric acid etching decrease the shear bond strength to dentin of self-adhesive resin cement.