• 한국지반환경공학회 논문집
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• 제14권12호
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• pp.23-30
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• 2013

비동결된 지반에서의 말뚝기초 지지력은 주면마찰력과 선단지지력에 의해 지배되는 것과 달리 동토지역에서의 말뚝기초지지력은 일반적으로 주면마찰력에 의해 지배된다. 동토지역에서 말뚝기초와 동결토 사이 접촉면에서 발현하는 주면마찰력은 동착강도로 정의하며, 동착강도는 동토지역 말뚝기초의 설계 지배정수로 알려져 있다. 동토지역에서 말뚝기초의 지지력을 지배하는 설계정수인 동착강도 특성을 분석하기 위하여 지난 50여 년 동안 많은 연구가 수행되었으며, 현재에도 활발히 연구가 수행 중에 있다. 하지만 동착강도의 경우 토사의 물성특성, 말뚝표면의 거칠기 및 외부적인 시험조건에 의하여 민감하게 반응하는 것으로 알려져 있어 현재까지 진행된 많은 연구들은 제한된 영향인자를 고려하여 수행되었다. 본 연구에서는 동결온도 및 수직응력 조건에 따른 동착강도 특성을 분석하기 위하여 대형 냉동챔버 내에서 직접전단시험을 수행하였으며, 시험결과를 바탕으로 기존에 동일한 조건으로 측정된 동결토 전단강도와 상관관계를 분석하였다. 또한, 향후 동결토 전단강도를 활용하여 동착강도를 추정할 수 있는 동착강도 비례계수를 산정하였으며, 기존 연구와의 비교분석을 통하여 기존 계수에 대한 문제점을 고찰하였다.

• 대한치과보철학회지
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• 제38권4호
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• pp.461-471
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• 2000

This study evaluated the effect of degassing on the ceramic bond strength of two Ni-Cr alloys under varying holding time at the upper limit temperature and atmospheric conditions. Metal specimens were divided into 5 groups for each alloy according to degassing conditions prior to porcelain application no degassing, degassing under vacuum without hold, degassing under vacuum with hold for 5 min. and 10 min. respectively at the upper limit temperature and degassing in air. Total number of metal ceramic specimens was eighty and each group had eight specimens. The ceramic bond strength was measured by four-point flexural test using Instron and the fractured surface was examined under SEM. The results obtained were as follows. 1. Degassing in air improved the ceramic bond strength of Ni-Cr alloys. 2. In degassing under vacuum, hold at the upper limit temperature was advantageous to the ceramic bonding of Ni-Cr alloys. 3. After ceramic metal bond test, metal surfaces were partially covered with the thin porcelain layer, and the cohesive failures in porcelain were predominant in groups showing higher ceramic bond strength.

• 대한의생명과학회지
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• 제14권2호
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• pp.105-113
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• 2008

The objective of this study was to evaluate the influence of surface modifications on the bonding characteristics and cytotoxicity of specific titanium porcelain bonded to milling titanium and cast titanium. Milling titanium and cast titanium samples were divided into 8 test groups. These groups are as follow: i) sandblasted with particles of different size of $220{\mu}m\;and\;50{\mu}m$, ii) different sequences of sandblasting treatment and etching treatment, iii) etched with different etching solutions, and iv) preheated or not. The surface characteristics of specimens were characterized by the test of mean roughness of surface and SEM. The bond strength of titanium-ceramic systems was measured by using three-point bending test and SEM. The results show that the mean roughness of surface of sample sandblasted with $220{\mu}m$ aluminum oxide increased and bond strength were higher than sample sandblasted with $50{\mu}m$ aluminum oxide. The mean roughness of surface decreased, but the bond strength increased when the samples sandblasted with $220{\mu}m$ aluminum oxide were preheated. The sample sandblasted with $220{\mu}m$ aluminum oxide after oxidized with occupational corrosive agent I (50% NaOH, 10% $CuSO_4{\cdot}5H_2O$) and II (35% $HNO_3$, 5% HF) showed higher bond strength than sample oxidized with 30% $HNO_3$ after sandblasted with $220{\mu}m$ aluminum oxide. Group NaCuNF220SP (milling Ti: 35.3985 MPa, casting Ti: 37.2306 MPa) which was treated with occupational corrosive agent I (50% NaOH, 10% $CuSO_4{\cdot}5H_2O$) and II (35% $HNO_3$, 5% HF), followed by sandblasting with $220{\mu}m$ aluminum oxide and preheating at $750^{\circ}C$ for 1 hour showed the highest bond strength and significant differences (P<0.05). The method for modifying surface of titanium showed excellent stability of cells.

• 콘크리트학회논문집
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• 제26권4호
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• pp.507-515
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• 2014

콘크리트 구조물의 시공이음부는 적절한 처리에도 불구하고 누수되는 사례가 빈번히 발생되고 있다. 이 연구에서는 이러한 누수 현상이 신 구 콘크리트 간의 부착특성과도 관련이 있을 것으로 보고 이에 대한 실험을 실시하였다. 여러가지 조건하에서 부착특성을 평가하기 위해 신 구 콘크리트의 접합부를 모사하는 시편들을 제작하여 접합부의 접착강도, 휨강도 및 쪼갬인장강도를 측정하였다. 주요 실험 변수는 혼화재의 종류 및 혼입률, 접합면의 처리 방법, 지수판의 종류였다. 그 외 신 구 콘크리트 타설 간격의 영향, 강도시험 재령에 따른 영향도 고찰하였다. 실험 결과 혼화재 사용에 따라 부착강도가 어느정도 증가하는 것으로 나타났는데, 이는 포졸란 반응에 의해 생성되는 칼슘실리케이트 수화물이 접합부의 공극을 메우기 때문으로 생각된다. 한편, 접합면이 거칠고 건조할수록 부착성능이 향상되었으며, 지수판의 표면 거칠기는 지수판의 부착성능에 영향을 미치는 것으로 나타났다. 또한 시험 방법에 따른 부착강도의 차이가 발생하므로 이를 고려한 평가가 요망된다.

• 콘크리트학회지
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• 제11권2호
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• pp.77-84
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• 1999

최근들어 그 필요성이 증대되고 있는 경량 콘크리트의 경우, 부착강도의 저하를 고려하여 ACI 규준에서는 부착길이 보정계수를 도입하여 안전율을 높이고 있으나, 경량 콘크리트가 고강도화됨에 따라 어느 정도 부착강도의 증징이 있을 것으로 판단된다. 따라서 ACI 규준에서 정하고 있는 경량 콘크리트에 대한 부착길이 보정계수 ${\lambda}$=1.3을 고강도 경량 콘크리트에 적용할 경우 그 적정성 여부에 대한 검토가 필요하다. 본 연구에서는 고강도 경량 콘크리트의 부착특성을 알아보기 위하여 콘크리트 압축강도, 피복두께, 철근직경, 부착길이 등을 변수로 하여 Pull-out 실험을 실시하였다. 실험결과 부착응력은 콘크리트 압축강도 제곱근과 피복두께가 증가함에 따라 증가하였고, 철근직경과 부칙길이가 증가함에 따라 감소하였으며, 파괴양상은 피복두께에 따라 쪼개짐 파괴와 뽑힘 파괴를 나타내었다. 고강도 경량 콘크리트의 부착응력을 보통중량 콘크리트보다는 큰 값을 나타낸다. 따라서 ACI 규준에서 정하고 있는 경량 콘크리트 부착길이 보정계수를 고강도 경량 콘크리트에 적용할 경우 경량 콘크리트의 고강도화에 따른 부착응력 상승효과를 고려하여 하향조정하여야 할 것으로 판단된다. 또한 피복두께 2.5$d_b$ 이상일 경우 적용하는 피복두께 보정계수 0.8은 고강도 경량 콘크리트에도 그대로 적용할 수 있음을 알 수 있다.

• The Journal of Advanced Prosthodontics
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• 제9권1호
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• pp.52-56
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• 2017

PURPOSE. Considering the importance of metal-ceramic bond, the present study aimed to compare the bond strength of ceramics to cobalt-chrome (Co-Cr) alloys made by casting and selective laser melting (SLM). MATERIALS AND METHODS. In this in-vitro experimental study, two sample groups were prepared, with one group comprising of 10 Co-Cr metal frameworks fabricated by SLM method and the other of 10 Co-Cr metal frameworks fabricated by lost wax cast method with the dimensions of $0.5{\times}3{\times}25\;mm$ (following ISO standard 9693). Porcelain with the thickness of 1.1 mm was applied on a $3{\times}8-mm$ central rectangular area of each sample. Afterwards, bond strengths of the samples were assessed with a Universal Testing Machine. Statistical analysis was performed with Kolmogorov-Smirnov test and T-test. RESULTS. Bond strength in the conventionally cast group equaled $74.94{\times}16.06\;MPa$, while in SLM group, it equaled $69.02{\times}5.77\;MPa$. The difference was not statistically significant ($P{\leq}.05$). CONCLUSION. The results indicated that the bond strengths between ceramic and Co-Cr alloys made by casting and SLM methods were not statistically different.

• The Journal of Advanced Prosthodontics
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• 제6권5호
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• pp.372-378
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• 2014

PURPOSE. The porcelain fused to gold has been widely used as a restoration both with the natural esthetics of the porcelain and durability and marginal fit of metal casting. However, recently, due to the continuous rise in the price of gold, an interest towards materials to replace gold alloy is getting higher. This study compared the bond strength of porcelain to millingable palladium-silver (Pd-Ag) alloy, with that of 3 conventionally used metal-ceramic alloys. MATERIALS AND METHODS. Four types of metal-ceramic alloys, castable nonprecious nickel-chrome alloy, castable precious metal alloys containing 83% and 32% of gold, and millingable Pd-Ag alloy were used to make metal specimens (n=40). And porcelain was applied on the center area of metal specimen. Three-point bending test was performed with universal testing machine. The bond strength data were analyzed with a one-way ANOVA and post hoc Scheffe's tests (${\alpha}=.05$). RESULTS. The 3-point bending test showed the strongest ($40.42{\pm}5.72$ MPa) metal-ceramic bond in the nonprecious Ni-Cr alloy, followed by millingable Pd-Ag alloy ($37.71{\pm}2.46$ MPa), precious metal alloy containing 83% of gold ($35.89{\pm}1.93$ MPa), and precious metal alloy containing 32% of gold ($34.59{\pm}2.63$ MPa). Nonprecious Ni-Cr alloy and precious metal alloy containing 32% of gold showed significant difference (P<.05). CONCLUSION. The type of metal-ceramic alloys affects the bond strength of porcelain. Every metal-ceramic alloy used in this study showed clinically applicable bond strength with porcelain (25 MPa).

• Steel and Composite Structures
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• 제42권2호
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• pp.191-207
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• 2022

Undoubtedly, the employment of direct bond interaction between steel and concrete is preceding the other mechanisms because of its ease of construction. However, the large scatter in the experimental data about the issue has hindered the efforts to characterize bond strength. In the following research, the direct bond interaction and bond-slip behavior of CFTs with circular cross-section were examined through repeated load-reversed push-out tests until four cycles of loading. The influence of different parameters including the diameter of the tube and the use of shear tabs were assessed. Moreover, the utilization of expansive concrete and external spirals was proposed and tested as ways of improving bond strength. According to the results section dimensions, tube slenderness, shrinkage potential of concrete, interface roughness and confinement are key factors in a natural bond. Larger diameters will lead to a considerable drop in bond strength. The use of shear tabs by their associated bending moments increases the bond stress up to eight times. Furthermore, employment of external spirals and expansive concrete have a sensible effect on enhancing bonds. Macro-locking was also found to be the main component in achieving bond strength.

• The Journal of Advanced Prosthodontics
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• 제5권3호
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• pp.305-311
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• 2013

PURPOSE. Over the past years, the adhesion of fiber posts luted with simplified adhesive systems has been a matter of great interest. The aim of this study was to assess the post retentive potential of a self-adhesive resin cement using different adhesive systems to compare the push-out bond strengths of fiber posts. MATERIALS AND METHODS. The post spaces of 56 mandibular premolar roots were prepared and divided into 4 experimental groups and further divided into 2 subgroups according to testing time (n=7). The fiber posts (Rely X Fiber Post) were luted with a self-adhesive resin cement (RelyX Unicem) and one of the following adhesive systems: no adhesive, a total-etch adhesive resin (Single Bond), a two-step self-etch adhesive resin (Clearfil SE Bond) and a one-step self-etch adhesive resin (Clearfil S3 Bond). Each root was cut horizontally, and 1.5 mm thick six root segments were prepared. Push-out tests were performed after one week or three months (0.5 mm/min). Statistical analysis were performed with three-way ANOVA (${\alpha}$=.05). RESULTS. Cervical root segments showed higher bond strength values than middle segments. Adhesive application increased the bond strength. For one week group, the total-etch adhesive resin Single Bond showed higher bond strength than the self-adhesive resin cement RelyX Unicem applied without adhesive resin at middle region. For 3 months group, the two-step self-etch adhesive resin Clearfil SE Bond showed the highest bond strength for both regions. Regarding the time considered, Clearfil SE Bond 3 months group showed higher bond strength values than one week group. CONCLUSION. Using the adhesive resins in combination with the self-adhesive resin cement improves the bond strengths. The bond strength values of two-step self-etch adhesive resin Clearfil SE Bond improved as time passes.

• International Journal of Concrete Structures and Materials
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• 제1권1호
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• pp.37-43
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• 2007

This paper discusses the failure mode of reinforced concrete beams strengthened with composite materials based on six experimental set-ups to determine the FRP-to-concrete bond strength. Interfacial bond behavior between concrete and CFRP plates was discussed. Shear test were performed with different concrete compressive strengths (21 MPa and 28 MPa) and different bonding length (100 mm, 150 mm, 200 mm, and 250 mm). Shear test results indicate that the effective bond length (the bond length beyond which the ultimate load does not increase) was estimated as $196{\sim}204\;mm$ through linear regression analysis. Failure mode of specimens occurred due to debonding between concrete and CFRP plates. Maximum bond stress is calculated as about $3.0{\sim}3.3\;MPa$ from the relationships between bond stress and slip. Finally, the interfacial bond-slip model between CFRP plates and concrete, which is governed debonding failure, has been estimated from shear tests. Average bond stress was about $1.86{\sim}2.04\;MPa$, the volume of slip between CFRP plate and concrete was about $1.45{\sim}1.72\;mm$, and the fracture energy was found to be about $1.35{\sim}1.71\;N/mm$.