• Title/Summary/Keyword: Bond strengths

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THE COMPARISON OF SHEAR STRENGTH AND BRACKET PLACEMENT BETWEEN BONDING TECHNIQUES (접착술식에 따른 전단강도 및 Bracket위치의 비교)

  • Pak, Yun-Kyong;Kook, Yoon-A;Kim, Sang-Cheol
    • The korean journal of orthodontics
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    • v.21 no.3
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    • pp.513-520
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    • 1991
  • The purpose of this study was to compare the bracket placement and the shear bond strength of indirect-bonded brackets with those of direct-bonded ones. Forty eight extracted human teeth were collected and attached with brackets and tested on shear bond strength, using Instron. Fourteen patients from Wonkwang University Dental Hospital were selected for direct bonding of brackets and their teeth were measured on bracket angulation and bracket height. The obtained results were as follows: 1. The shear bond strengths of incisors were higher in direct-bonding,group, rather than in-direct-bonding group. But, the shear bond strength of premolars showed no significant differences between groups. 2. The bracket angulations of indirect-bonding group were preciser than those of direct-bonding group, especially in upper first premolars, lower lateral incisors, canines, premolars. 3. In bracket height, there were no significant differences between groups.

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Tensile Bond Strength Westing When Changing Adhesion Method of Double-sided Waterproof Sheet Used on Surface Layer of Bridge-deck (교면용 양면 시트방수재 상부 포장층 재료에 따른 부착방법 변경시 인장접착강도 확인)

  • An, Ki-Won;Kim, Chun-Hag;Oh, Sang-Keun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2019.05a
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    • pp.217-218
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    • 2019
  • In this study, to overcome the limitation of material application as the surface layer of bridge decks (asphalt concrete, concrete), a newly developed waterproof sheet is proposed to be usable for both asphalt concrete and concrete. Subsequent tensile bond strength was tested, and the test results showed that the tensile bond strengths were similar to depending on the type of the surface layer material for bridge decks, confirming the applicability of the proposed material.

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A STUDY ON THE BOND STRENGH OF 4-META ACRYLIC RESIN DENTURE BASE TO COBALT-CHROMIUM ALLOYS (4-META의치상레진과 Cobalt-Chromium계 합금의 접착강도에 관한 연구)

  • Sung, Moo Gyung;Kim, Kwang Nam;Chang, Ik Tae
    • The Journal of Korean Academy of Prosthodontics
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    • v.28 no.2
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    • pp.29-51
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    • 1990
  • This study was designed to compre the tensile bond strength of 4-META containging denture base resin to Co-Cr alloys after various surface treatments. Especially the surface treatment of sandblasting the mental with aluminum oxide and treating in oxidizing solution composed of 3% aqueous sulfuric acid with 1% potassium manganate were compared. Effect of surface roughness on bonding was measured after sandblasting with 50um, 300um aluminun oxide and polishing with emery pater. Also the effects of wax and wax solvent on bonding were observed. According to the type of polymerization process, heat-cured Meta-Dent resin and autopolymerizing Meta-Fast resin were used. For some specimnens, the tensile bond strength were measured agter three pre-conditions : 1day after bonding, immersed in water at $75^{\circ}C{\pm}3^{\circ}C$ for 4weeks, under normal ambient condition for 4weeks. The following results were obtained from this study : 1. The bond strengths of resins containing 4-META were significantly higher than those of conventional denture base resins(p<0.05). 2. Autopolymerizing Meta-Fast resin had higher bond strength than heat-cured Meta-Dent, resin(p<0.05). 3. The bond strengths of Biosil and Nobilium to 4-META containging resins were not significally different(p>0.05). 4. Stable adhesion can be achieved when mechanically roughen the metal surface by snadblasting with $50{\mu}m$ aluminum oxide than treating in an oxidizing soluing with potassium manganate(p<0.05). 5. Once the metal surface is contaminated with wax, the bond srtength decreased greatly in spite of wax wash with boiling water. But the bond strength recovered significantly with the use of wax solvent 6. Meta-Dent resin had higher bond strength when roughen the metal surface with $50{\mu}m$ aluminum oxide than with $300{\mu}m$ aluminum oxide(p<0.05). In case of Meta-Fast, resin, the use of $300{\mu}m$aluminum oxide was a little advantageous of bonding, but was statistically insignificant(p>0.05).

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Influence of nano-structured alumina coating treatment on shear bond strength between zirconia ceramic and resin cement (나노구조 알루미나 코팅 처리가 지르코니아 도재와 레진 시멘트 사이 전단 결합강도에 미치는 영향)

  • Kim, Dong-Woon;Lee, Jung-Jin;Kim, Kyoung-A;Seo, Jae-Min
    • The Journal of Korean Academy of Prosthodontics
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    • v.54 no.4
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    • pp.354-363
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    • 2016
  • Purpose: The aim of this study was to investigate whether the application of nano-structured alumina coating to the surface of Y-TZP could enhance the bond strength with resin cement. Materials and methods: A total of 80 zirconia plates were prepared and divided into four groups. : 1) airborne particle abrasion treatment (A) : 2) Rocatec treatment after airborne particle abrasion (R) : 3) nano-structured alumina coating treatment after polishing (PC) and 4) nano-structured alumina coating after airborne particle abrasion (AC). Alumina coating was formed by the hydrolysis of aluminium nitride (AlN) powder and heat treatment at $900^{\circ}C$. Coating patterns were observed with FE-SEM. Resin block was bonded to treated zirconia ceramics using resin cement. The shear bond strengths were measured before and after thermocycling. Results: The FE-SEM images show a dense and uniform nano-structured alumina coating structure, which enhances shear bond strength by increasing micro mechanical interlocking to resin cement. PC and AC groups showed higher shear bond strengths than A and R groups before and after thermocycling. A and R groups displayed significant drops in shear bond strength after thermocycling. However, PC and AC groups did not show any meaningful decreases in shear bond strength after thermocycling. Conclusion: Treatment of Y-TZP ceramics with nano-structured alumina coating could significantly increase their shear bond strength.

Effects of light direction and exposure times of plasma arc light on shear bond strength of metal brackets (Plasma arc light를 이용한 금속 브라켓의 부착시 광조사 방향과 중합시간이 전단결합강도에 미치는 영향)

  • Roh, Sang-Jeong;Lee, Hyun-Jung;Jeon, Young-Mi;Kim, Jong-Ghee
    • The korean journal of orthodontics
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    • v.34 no.5 s.106
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    • pp.429-438
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    • 2004
  • The purpose of this study was to compare the effects of different light direction exposure times and setting times when using plasma arc light on shear bond strength of metal brackets. 240 extracted human premolars were randomly assigned to one of 16 groups Standardized brackets were bonded to enamel using different light curing units (Plasma arc light and Halogen light), exposure times (Plasma arc light 2. 4, 6 seconds and Halogen light 20 seconds). and light directions [Vertical direction [V] and Oblique direction [O]). 8 groups were tested after 5 minutes and the remaining 8 groups after 24 hours. The metal brackets were bonded with Transbond XT. Shear bond strength was measured by a universal testing machine. The results were as fellows: There were as differences between the shear bond strengths of the Vertical groups (V) and Oblique groups (O). regardless of exposure times and types of light curing units (p>0.05). The shear bond strength of the group with 2 seconds of plasma light were significantly lower than other exposure time groups (P<0.05). The shear bond strength tested after 5 minutes was lower than after 24 hours (p<0.05) The Adhesive Remment Index (ARI) score showed no statistically significant difference among the different groups. The results of this study suggested that the light direction of plasma arc light had no influence on the shear bond strength of metal brackets to enamel. and exposure times more than 4 seconds produced shear bond strengths similar to those Produced with a conventional halogen curing light.

Evaluation of Adhesion Characteristics of Crack Sealants Used in Asphalt Concrete Pavement (아스팔트 콘크리트 포장용 균열실링재의 부착특성 평가)

  • Lee, Jae-Jun;Kim, Seung-Hoon;Baek, Jong-Eun;Lim, Jae-Kyu;Kim, Yong-Joo
    • International Journal of Highway Engineering
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    • v.17 no.2
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    • pp.55-62
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    • 2015
  • Cracking is an inevitable fact of asphalt concrete pavements and plays a major role in pavement deterioration. Pavement cracking is one of the main factors determining the frequency and method of repair. Cracks can be treated with a number of preventative maintenance actions, including overlay surface treatments such as slurry sealing, crack sealing, or crack filling. Pavement cracks can show up as one or all of the following types: transverse, longitudinal, fatigue, block, reflective, edge, and slippage. Crack sealing is a frequently used pavement maintenance treatment because it significantly extends the pavement service life. However, crack sealant often fails prematurely due to a loss of adhesion. Because current test methods are mostly empirical and only provide a qualitative measure of the bond strength, they cannot accurately predict the adhesive failure of the sealant. This study introduces a laboratory test aimed at assessing the bonding of hot-poured crack sealant to the walls of pavement cracks. A pneumatic adhesion tensile testing instrument (PATTI) was adopted to measure the bonding strength of the hot-poured crack sealant as a function of the curing time and temperature. Based on a limited number of test results, the hot-poured crack sealants have very different bonding performances. Therefore, this test method can be proposed as part of a newly developed performance-based standard specification for hot-poured crack sealants for use in the future. PURPOSES : The purpose of this study was to evaluate both the adhesion and failure performance of a crack sealant as a function of its curing time and curing temperature. METHODS: A pneumatic adhesion tensile testing instrument (PATTI) was adopted to measure the adhesion performance of a crack sealant as a function of the curing time and curing temperature. RESULTS: With changes in the curing time, curing temperature, and sealant type, the bond strengths were found to be significantly different. Also, higher bond strengths were measured at lower temperatures. Different sealant types produced completely different bond strengths and failure behaviors. CONCLUSIONS: The bonding strength of an evaluated crack sealant was shown to differ depending on various factors. Two sealant types, which were composed of different raw materials, were shown to perform differently. The newly proposed test offers the possibility of evaluating and differentiating between different crack sealants. Based on alimited number of test results, this test method can be proposed as part of a newly developed performance-based standard specification for crack sealants or as part of a guideline for the selection of hot-poured crack sealant in the future.

Effects of Ozonized Soybean Oil to Changes of Chemical Structures and Bond Strength of pMD (오존산화 처리한 콩기름을 이용한 변성 pMDI 접착제의 화학 구조 및 접착력 변화)

  • You, Young Sam;Lee, Hyun Jong;Lee, Taek Jun;Park, Heon
    • Journal of the Korean Wood Science and Technology
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    • v.36 no.4
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    • pp.37-43
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    • 2008
  • The research attempted to develop an eco-friendly wood adhesive based on vegetable oil (soybean oil), the renewable and sustainable natural resources, using ozonification technology for the chemical structure modification. The soybean oils (SBO) were reacted with $O_3$ at the rate of 7.13 g/h for different times, 15 minutes, 30 minutes, 60 minutes, and 120 minutes. Modified chemical structure of the ozonized SBOs were examined by Fourier transform Infrared (FT-IR) spectrum. The FT-IR spectrum of SBO had an absorbance peak at $3010cm^{-1}$ that is the characteristic peak of the unsaturated double bonds. As ozone treatment time increased, the peak of the double bond was disappeared and aldehyde or carboxyl peak appeared at $1700cm^{-1}$. The dry, wet, and cyclic boiling bond strengths of the ozonized SBO mixed with polymeric diphenylmethane-4, 4-diisocyanate (pMDI) were also investigated. In the dry shear test, all strengths met constantly the standard requirement of $7.0kgf/cm^2$ (KS F3101 2006). The bond strengths gradually increased with increasing ozone treatment time. The highest strength showed at 60 minutes ozone treatment and decreased values at 120 minutes. In the cyclic boiling shear test, 30, 60 and 120 minutes exceeded the standard requirement.

EFFECT OF SURFACE DESIGN ON BOND STRENGTH OF RELINING DENTURE RESIN (결합면 형태가 이장용 레진의 결합강도에 미치는 영향)

  • Park Eun-Ju;Jin Tai-Ho
    • The Journal of Korean Academy of Prosthodontics
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    • v.42 no.2
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    • pp.167-174
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    • 2004
  • Statement of problem: Removable partial denture and complete denture often require denture base relines to improve the fit against the tissue-bearing mucosa because of gradual changes in edentulous ridge contours and resorption of underlying bone structure. Purpose: This study was performed to investigate the effect of surface design on bond strength of relining denture base resins to denture base acrylic resin. Materials and method: Heat curing resin(Lucitone 199, Dentsply U.S.A. and Vertex, Dentimex, Holland), self curing resin(Tokuso rebase, Tokuyama, Japan), and visible light curing resin(Triad, Dentsply, U.S.A.) were used in this study. The surface designs were classified as butt, bevel and rabbet joint and the bond strengths were measured by Universial Testing Machine (Zwick 2020, Zwick Co., Germany). Results and Conclusion: The obtained results from this study were as follows ; 1. The bond strength of Vertex resin was higher than those of Tokuso rebase and Triad. 2. The bond strength of rabbet and bevel joint was higher than that of butt joint. 3. The failure mode of Triad and Tokuso rebase was mainly adhesive, but cohesive failure was shown mainly in vertex.

INFLUENCE OF SURFACE TREATMENTS OF DENIAL ALLOYS ON BOND STRENGTH OF GLASS IONOMER AND POLYCARBOXYLATE CEMENT (치과용 합금의 표면 처리가 글라스아이오노머 시멘트와 폴리카르복실레이트 시멘트의 결합력에 미치는 영향)

  • Lee, Heon-Woo;Woo, Yi-Hyung;Lim, Ho-Nam;Choi, Boo-Byung
    • The Journal of Korean Academy of Prosthodontics
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    • v.34 no.1
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    • pp.125-142
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    • 1996
  • Bond strength of four different cements to dental casting alloys which were treated with #600 emery, tin-plating, and $50{\mu}m$ sandblasting were evaluated. The alloy specimens were Type III Gold alloy(Degulor C), Palladium-Silver alloy(Pors on 4), Nickel-Chromium(Rexillium III) alloy, which were embedded in acrylic resin disc. The specimens were treated with #600 emery and tin plating, #600 emery and sandblasting, then bonded using Fuji I, Ketac Cem(Glass ionomer cements), Poly F, Livcarbo(Polycarboxylate cements). The specimens were immersed in water for 24 hours and shear bond strengths were evaluated by Instron Machine. Tin plated, sandblasted, and debonded alloy surfaces were observed using scanning electron microscope. On the basis of this study, the following conclusions could be drawn. 1. In the tin plated alloy group, increase in bond strength of glass ionomer cements was statistically insignificant. 2. In the tin plated alloy group, increase in bond strength of polycarboxylate cements was statistically significant, except nickel-chromium alloy. 3. Sandblasted alloy group showed higher bond strength than that of tin-plated alloy group.

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Improvement of Bonding Process and Bond Strength of HTPB Propellant/Liner using a Polymeric Curative (고분자 경화제를 사용한 라이너와 HTPB 추진제의 접착력 및 접착공정 개선)

  • Jeong Byung-Hun;Seo Tae-Seok;Hong Myung-Pyo
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2005.11a
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    • pp.413-416
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    • 2005
  • The study has been performed on the improvement of bonding process and bond strength of HTPB propellant and liner using a polymeric curative. In case of liner using polymeric curative prepared from reaction of HTPB and TDI, migration of curative was decreased at bond interface. So EPDM insulation sanding and Desmodur RE coating process could be omitted in motor case preparation and bond strengths between the HTPB propellant and liner were increased. Also deterioration phenomena of bond strength could not be observed in accelerated aging test.

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