• Restorative Dentistry and Endodontics
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• 제36권4호
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• pp.280-289
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• 2011

연구목적: 본 연구의 목적은 다양한 소수성을 지닌 최신 상아질 접착시스템과 저수축 silorane 레진의 미세인장결합강도를 평가하는 것이다. 연구 재료 및 방법: 36개의 갓 발치된 제3대구치를 이용했다. Low-speed diamond saw를 사용하여 교합면에 평행하게 치관을 잘라 middle dentin을 노출시켰다. 치아를 무작위로 9 group으로 나눴다. Silorane self-etch adhesives (SS), SS + phosphoric acid etching (SS + pa), Adper Easy bond (AE), AE + Silorane system bonding (AE + SSb), Clearfil SE bond (CSE), CSE + SSb, All-Bond 2 (AB2), AB2 + SSb, All-Bond 3 (AB3). 접착제를 적용한 후에 Filtek LS (3M ESPE)를 2 mm씩 3회 적층충전하였다. 각 층은 40s씩 광중합하였다. 0.8 mm ${\times}$ 0.8 mm stick을 Micro Tensile Tester로 1 mm/min cross-head speed의 인장력을 가하였다. 파절양상를 관찰하기 위해 광학현미경을 이용하였다. 5가지 접착제의 소수성정도를 결정하기위해 water sorption test하였다. 결과: silorane 레진과 5가지 접착제의 ${\mu}TBS$: SS, 23.2 ${\pm}$ 6.9 MPa; CSE, 19.4 ${\pm}$ 4.4 MPa; AB3, 30.3 ${\pm}$ 4.0 MPa; AB2와 AE, no bond. Additional layering of SSb: CSE + SSb, 26.2 ${\pm}$ 10.3 MPa; AB2 + SSb, 33.9 ${\pm}$ 7.3 MPa; AE + SSb, no bond. 높은 ${\mu}TBS$는 cohesive failure와 관련있었다. SS는 낮은 가장 낮은 water sorption을 보였고 다음으로 AB3, AE, CSE, AB2 순서였다. AE는 가장 높은 용해도를 나타냈고 다음으로 CSE, AB2였다. 결론: 접착제의 소수성이 증가할수록, silorane 레진의 접착강도도 증가하였다. 비전용접착제 위에 silorane adhesive bonding을 layering하는 것은 AB2 + SSb 그룹에서만 결합강도를 유의하게 증가시켰다. AB3는 SS와 유사한 ${\mu}TBS$ & water sorption을 나타냈다. 따라서 AB3는 siloran resin을 접착시키는데 SS를 대체할만한 경쟁력있는 접착제이다.

• International Journal of Concrete Structures and Materials
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• 제10권sup3호
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• pp.33-41
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• 2016

Ultra-high performance concrete (UHPC) is one of the most promising construction materials because it exhibits high performance, such as through high strength, high durability, and proper rheological properties. However, it has low tensile ductility compared with other normal strength grade high ductile fiber-reinforced cementitious composites. This paper presents an experimental study on the tensile behavior, including tensile ductility and crack patterns, of UHPC reinforced by hybrid steel and polyethylene fibers and incorporating plastic beads which have a very weak bond with a cementitious matrix. These beads behave as an artificial flaw under tensile loading. A series of experiments including density, compressive strength, and uniaxial tension tests were performed. Test results showed that the tensile behavior including tensile strain capacity and cracking pattern of UHPC investigated in this study can be controlled by fiber hybridization and artificial flaws.

• 대한치과교정학회지
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• 제27권3호
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• pp.493-502
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• 1997

본 연구에서는 치과용 니켈-크롬합금의 표면에 전처리없이 치과용 브라켓을 Super-bond로 접착한 대조군과 샌드블라스팅 및 tin-plating을 각각 혹은 병용으로 표면처리후 Super-bond로 접착한 실험각군의 인장접착강도, 브라켓 탈락양상 및 주사전자현미경 소견을 비교하여 임상적용 가능성을 알아보고자 하였으며 다음과 같은 결과를 얻었다. 1. 인장장접착강도는 니켈-크롬합금의 표면에 샌드블라스팅 처리후 Super-bond로 브라켓을 접착한 실험 I군이 $14.41{\pm}2.24MPa$로 가장 높았고, tin-plating처리후 Super-bond로 접착한 실험 III군이 $13.59{\pm}1.51MPa$, 샌드블라스팅후 tin-lating처리를 하고 Super-bond로 접착한 실험 II군이 $12.27{\pm}1.45MPa$, 특정한 표면처리 없이 Super-bond로 접착한 대조군이 $10.50{\pm}1.57MPa$로 가장 낮게 나타났으나 실험 I군과 실험 III군간, 실험 III군과 실험 II군간, 실험 II군과 대조군간에는 유의한 차이가 없었다(p>0.05). 2. 브라켓의 주된 탈락양상은 대조군의 경우 $70\%$가 브라켓과 접착제 계면에서 adhesive failure를, $30\%$가 니켈-크롬합금과 접착제 계면에서 adhesive failure를 나타내었고, 실험 각군은 모두 브라켓과 접착제 계면에서 adhesivefailure 를 나타내었다. 3. 주사전자현미경 소견에서 대조군의 경우 일부 레진이 브라켓 기저면에 부착되어 나타났으나 실험 각군에서는 거의 대부분의 레진이 니켈-크롬합금면에 부착되어 관찰되었고, 샌드블라스팅만 시행한 시편면이 가장 균일하고 조밀한 표면 요철상을 나타내었다.

• Restorative Dentistry and Endodontics
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• 제20권2호
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• pp.685-698
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• 1995

Temporary cement가 상아질 접착제의 접착 성능에 미치는 영향을 평가하기 위해 소의 하악 전치 100개를 사용하여 순면의 상아질을 노출 시키고 유지놀을 함유하지 않은 Nogenol 및 TempBond NE와 유지놀을 함유한 TempBond 및 산화아연 유지놀세멘트를 각각 도포하여 7일 경과 후 제거하였다. All-Bond 2 및 SuperBond C&B 상아질 접착제를 제조회사의 지시대로 사용하여 접착시킨뒤 $37^{\circ}C$ 항온조에서 24시간 보관 후 인장접착강도를 측정하고, 응집 파단율을 산정하였다. 그리고 temporary cement를 적용하지 않은 상아질면과 temporary cement를 도포하였다가 제거한 상아질면에 10% 인산 수용액 및 10% 구연산 수용액으로 각각 산처리한 상아질 표면성상과 접착실험후의 파단면을 주사전자현미경으로 관찰하여 다음의 결과를 얻었다. 1. All-Bond 2로 접착시킨 경우에 는 사용한 temporary cement의 종류에 관계없이 실험군의 인장접착강도가 temporary cement를 사용하지 않은 대조군에 비해 유의하게 낮게 나타냈으나(p<0.05), Super-Bond C&B로 접착시킨 경우에는 유의한 차이가 없었다.(p>0.05). 2. 유지놀을 함유하는 temporary cement와 유지놀을 함유하지 않는 temporary cement를 각각 적용한 실험군들의 인장접착 강도 간에는 유의한 차이가 없었다.(P>O.05). 3. 응집파단율 산정결과 All-Bond 2로 접착 시킨 경우에는 대조군에서 응집-부착성의 혼합파단양상이，실험군에서는 부착성 파단양상이 주로 나타났으나, Super-Bond C&B로 접착 시킨 경우에는 대조군과 실험군 모두에서 용접성파단양상이 우세하게 나타났다. 4. 주사전자현미경적 관찰상에서 temporary cement의 종류에 관계없이 temporary cement를 도포한후 제거하고 10% 인산 수용액 또는 10-3 용액으로 전처리한 모든 시편에서 미세한 temporary cement의 잔존물을 관찰할 수 있었다.

• Journal of the Korean Wood Science and Technology
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• 제18권2호
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• pp.67-78
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• 1990

This study was performed to determine the characteristics of physical and mechanical properties of domestic wood based materials; plywood, particleboard, medium density fiberboard. Main items of tested properties were panel size, moisture content, water absorption, linear expansion and thickness swelling, glue bond shear strength, bending properties(stress at proportional limit, modulus of rupture. modulus of elasticity), tensile strength, screw holding strength, and internal bond as neccessary. the results were discussed mainly with Korean Standards. The obtained conclusions are as follows; 1. Length and width of 3mm thin plywood(3-ply) and 12mm thick plywood(7-ply) were satished with KS-standard, but thicknesses of these panels were not- passed tolerance limit except one of eight makers. 2. Length and width of particleboard and medium density fiberboard were greater than the tolerance limit value of KS standard, but the thicknesses of these panels were passed this value. 3. Moisture contents of 12mm thick and 3mm thin plywood were satisfied with KS-standard except one mill made 3mm thin plywood. 4. Moisture absortion of plywood was not passed tolerance limit of KS-standard but particleboard was satisfied with this standard value. 5. Dry and wet shear strengths in glue bond of 3mm thin plywood were not reached to KS-standard, but those of 12mm thick plywood were sufficiently satisfied with KS standrad. 6. Modulus of ruptures, parallel to grain and perpendicular to grain of plywood, and particleboard and medium density fiberboard were satisfied with KS-standard. 7. Tensile strengths, parallel to grain and perpendicular to grain of plywood were satisfied with allowance stress of US product standard PS 1-74. 8. Screw holding strength of particleboard was not reached to KS standard, but internal bond was satisfied with KS standard.

• Structural Engineering and Mechanics
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• 제78권2호
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• pp.199-207
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• 2021

In the present paper, an analytical model is proposed to determine the flexural and shear strength of normal and high-strength reinforced concrete beams with longitudinal bars, in the presence of transverse stirrups. The model is based on evaluation of the resistance contribution due to beam and arch actions including interaction with stirrups. For the resistance contribution of the main bars in tension the residual bond adherence of steel bars, including the effect of stirrups and the crack spacing of R.C. beams, is considered. The compressive strength of the compressed arch is also verified by taking into account the biaxial state of stresses. The model was verified on the basis of experimental data available in the literature and it is able to include the following variables in the resistance provision: - geometrical percentage of steel bars; - depth-to-shear span ratio; - resistance of materials; - crack spacing; - tensile stress in main bars; - residual bond resistance including the presence of stirrups;- size effects. Finally, some of the more recent analytical expressions able to predict shear and flexural resistance of concrete beams are mentioned and a comparison is made with experimental data.

• 대한치과보철학회지
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• 제20권1호
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• pp.25-32
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• 1982

An in vitro study was conducted to compare the bond strength of cements between Verabond coping and various cores. Fifty-four idential cores simulating maxillary central incisor prepared for PFM crowns were made. Eighteen samples were made with 20K cast gold, eighteen with Verabond, and eighteen with Adaptic. Samples were randomly divided into three groups, each consisting of six 20K cast gold, six verabond, and six Adaptic samples. The first group was cemented with zinc phosphate cement, the second group with poly-carboxylate cement, and the third group with glass ionomer cement. Constant finger pressure was applied for cementation. The sample were then stored at $37^{\circ}C$ in distilled water bath for 24 hours. The tensile strength test was performed on an Instron Universal test machine with crosshead speed of 0.05cm/min and the results compared statistically. Results of the study showed that: 1. A significant difference of bond strength was observed with different types of dental cements and core materials. 2. With gold core, zinc phosphate cement was stronger than both the polycarboxylate cement and glass ionomer cement, which did not differ in bond strength. 3. With base-metal core, zinc phosphate cement showed the highest bond strength and was followed by polycarboxylate cement and glass ionomer cement. 4. With composite resin core, zinc phosphate cement showed the highest bond strength and was followed by glass ionomer cement and polycarboxylate cement. 5. The base-metal core (Verabond core) privided the highest retention of all core materials.

• 한국도로학회논문집
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• 제19권2호
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• pp.17-24
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• 2017

PURPOSES : This study aims to develop a sealant for use in the installation of Weigh-In-Motion (WIM) sensor for asphalt concrete or cement concrete pavements. METHODS : In order to investigate the properties of various sealants that were mixed with latex and carbon fiber, various test methods were adopted, such as bituminous bond strength test, softening point test, and cone penetration test. To evaluate moisture susceptibility, the BBS test was conducted under moist condition. The bond strength ratio (BSR) was calculated based on tensile strength ratio method. RESULTS : The sealant's properties significantly varied according to the amount of latex or carbon fiber. The usage of latex marginally enhanced the cone penetration test result, notwithstanding reduced asphalt content. This implies that the sealant will be proper cold temperature reason. Moreover, the addition of latex and carbon fiber evidently increased the softening point. This indicates that the tendency of the material to flow at elevated temperatures is encountered during service. With the addition of latex and carbon fiber, the moisture susceptibility measured with BSR improved marginally, while the bond strength under dry condition decreased marginally. Sealant F displays the highest bond strength and BSR under limited test conditions. CONCLUSIONS : According to the proportion of latex and carbon fiber mixed, properties of sealant, such as softening point, cone penetration, and BSR varied marginally. This indicates that the sealant has to be applied considering the environmental condition, to improve service life.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2004년도 추계학술대회 논문집
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• pp.98-107
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• 2004

The objectives of this research are to establish the criteria of peel occurrence considering the shape of bond terminus and to compare the strength properties of some adhesive joints. The criteria of feel occurrence at the bond terminus was suggested. Peel loads of some adhesive joint(butt joint, T -shape specimen, single lap joint) were determined from tensile tests. Principal stress distributions of these joints were determined from finite element method analysis. Then, peel occurrence was estimated with intensity of stress singularity ' $K_{prin.}$' when the terminus shape was square, with average principal stress when the terminus shape was rounded. The conclusions are summarized as follows; (1) In the non-filleted model(e.g., butt joint, T-shape specimen), principal stress shows singularity at the bond terminus, intensity of stress(principal stress) singularity ' $K_{prin.}$&apso; can use as the criteria of peel occurrence at the bond terminus. (2) In the filleted model(e.g., single lap joint), principal stress doesn't show singularity at the bond terminus. Average principal stress can use as the criteria of peel occurrence at the bond terminus.'t show singularity at the bond terminus. Average principal stress can use as the criteria of peel occurrence at the bond terminus.

• Structural Engineering and Mechanics
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• 제63권3호
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• pp.317-327
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• 2017

The addition of different types of polymers such as SBR, VAE, Acrylic, etc. in concrete and mortar leads to an increase in compressive, tensile and bond strength and decrease in permeability of polymer modified mortar (PMM) and concrete (PMC). The improvement in properties such as bond strength and impermeability makes PMM/PMC suitable for use as repair/retrofitting and water proofing material. In the present study effect of addition of fluoropolymer on the strength and permeability properties of mortar has been studied. In the cement mortar different percentages viz. 10, 20 and 30 percent of fluoropolymer by weight of cement was added. It has been observed that on addition of fluoropolymer in mortar the workability of mortar increases. In the present study all specimens were cast keeping the workability constant, i.e., flow value $105{\pm}5mm$, by changing the amount of water content in the mortar suitably. The specimens were cured for two different curing conditions. Firstly, these were cured wet for one day and then cured dry for 27 days. Secondly, specimens were cured wet for 7 days and then cured dry for 21 days. It has been observed that compressive strength and split tensile strength of specimens cured wet for 7 days and then cured dry for 21 days is 7-13 percent and 12-15 percent, respectively, higher than specimens cured one day dry and 27 days wet. The sorptivity of fluoropolymer modified mortar decreases by 88.56% and 91% for curing condtion one and two, respectively. However, It has been observed that on addition of 10 percent fluoropolymer both compressive and tensile strength decreases, but with the increase in percentage addition from 10 to 20 and 30 percent both the strengths starts increasing and becomes equal to that of the control specimen at 30 percent for both the curing conditions. It is further observed that percentage decrease in strength for second curing condition is relatively less as compared to the first curing condition. However, for both the curing conditions chloride ion permeability of polymer modified mortar becomes very low.