• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
• /
• pp.225-228
• /
• 2006

To clarify the one body behavior of reinforcing bar and concrete, it is important to investigate bond characteristics between two materials. Bond strength is decided by applied force and interface area between reinforcing bar and concrete. And, the resultant force of chemical adhesive force, frictional force, and mechanical interaction are to be main factors. Property of concrete influences on chemical adhesive force and frictional force; bond strength is decreased by corrosion of reinforcing bar, as the result, durability is also decreased. In this study, to confirm bond characteristics with property of concrete, w/c ratio and blending of mineral admixture were selected as the main test parameters. The results obtained from this study will be used as the basic data for bond characteristics with corrosion.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2005년도 춘계 학술기술논문발표대회 논문집
• /
• pp.173-178
• /
• 2005

The tile construction methods for existing have been used materials within limit which adhesion by wet method in masonry wall and concrete structure. These existing adhesive tech can caused many problems in construction of large and reform tile, after that it can be happened loose scale, peel off, falling off tile by heat and vibration or impact. In according to, this study is to test tile for bond stability, adhesive property by impact, vibration. low property by heat and then, we have the results as below; (1) The tile adhesive stability can be effected as adhesive area between bond agent and tile, adhesive area can more wide and press enough to ensure property. (2) Existing adhesive strength and standard relative tile construction is limited to adjust performance tile on the concrete and masonry wall. In summary, It is necessary to establish standard of performance and test method to ensure tile adhesive salability in dry wall.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
• /
• pp.653-658
• /
• 1997

Recently, carbon Fiber sheet (CFS) is frequently used for strengthening deteriorated concrete structures. To strengthening damaged structures, the property and characteristic of the bond between CFS and the concrete surface must be understood. The tensile test of single lap shear specimen was performed to study bond strength, bond stress distribution and stress transfer between CFS and concrete surface according to the bond length. Based on the test results, there were ultimate influence length (UIL) in which bond stress was distributed, and ultimate strain reduction ratio (USRR) by which strain was reduced linearly. Bond resisting force (BRF) was estimated by UIL and USRR, and which was compared with ultimate loads. According to the results of comparison, it was shown that ultimate bond strength could be estimated reasonablely by BRF.

• Restorative Dentistry and Endodontics
• /
• 제29권2호
• /
• pp.170-176
• /
• 2004

목적 : 본 연구에서는 '전단접착강도 시험법에서 cohesive failure를 줄일 수 있는 것으로 소개된 metal iris를 사용하면, 실제의 1급 와동에서보다 복합 레진과 와동벽의 결합이 없어서 C-factol 적게 작용하고 계면에 발생하는 수축 응력이 감소됨으로써, 임상에서보다 높은 결합력 값이 보고될 것이다.'라는 가설을 검증하기 위하여 dentin ilia를 사용하여 전단접착강도를 측정하였다. 방법 : 64개의 대구치를 4군으로 구분하여 metal iris와 dentin iris군으로 구분하고, 그 각각을 ONE-STEP과 ALL-BOND 2의 두 군으로 나누었다. bonding agent를 적용하고. iris를 고정한 후, 복합 레진을 충전하여 시편을 완성하였다. 이 때 dentin iris의 경우 내면에도 bonding agent를 적용하여 와동벽과의 결합이 발생하게 하였다. 전단접착강도는 24시간 후 측정하였고, 파절의 양상은 주사전자현미경과 입체광학현미경을 이용하여 결정하였다. 결과 : 전단접착강도 측정법에서 iris 법을 이용함으로써 cohesive failure를 줄일 수 있다. 전단접착강도 측정법은 adhesive 두께가 얇은 경우에 와동벽의 영향을 받는다.

• Journal of Applied Biological Chemistry
• /
• 제54권2호
• /
• pp.143-146
• /
• 2011

Novel pyrazoline (4) was synthesized from chalcone (3) which was prepared from 2'-hydroxy-l'acetonaphthone (1) and 4-methoxy benzaldehyde (2). Pyrazoline (4) forms resonance assisted hydrogen bond between naphthol hydroxyl group and imine nitrogen in a pyrazoline ring. Pyrazoline (4) shows Poly ADP-ribose Polymerase (PARP) cleavage ability as a proof of apoptosis in cancer cell, which reveals its anti-cancer property.

• Advances in concrete construction
• /
• 제14권5호
• /
• pp.331-339
• /
• 2022

Geopolymer concrete (GPC) is one of the best substitute materials for conventional concrete in construction. The conventional concrete provided by Portland cement has a detrimental influence on the environment during its production. In this study, the bond strength, which is an important structural property, of deformed steel bars with slag-based GPC was measured. In accordance with the ASTM C234 procedure, bond strength was measured on 18 specimens of slag-based GPC with three sizes of steel bars and different embedded lengths. Two groups of GPC specimens with different compressive strengths, which were cured under ambient conditions, were tested. The results indicated that the bar diameter has a great effect on the bond strength, and the bond strength behavior of the slag-based GPC is comparable with that of conventional concrete. The ACI-318 Code for the bond strength of ordinary Portland cement concrete can be used conservatively to determine the bond strength of the GPC reinforced with deformed steel bars.

• 한국구조물진단유지관리공학회 논문집
• /
• 제18권2호
• /
• pp.38-46
• /
• 2014

기존의 많은 연구자들이 철근과 콘크리트 사이의 부착특성에 영향을 주는 다양한 변수에 대하여 연구해왔으며, 특히 최근에는 고강도철근의 등장과 더불어 부착강도의 증진을 위한 연구가 다수 진행 중이다. 철근과 콘크리트 사이의 부착특성은 두 이질재료 사이의 계면조건이 중요한 역할을 하게 되는데, 이 중에서 특히 철근의 마디형상은 계면조건에 가장 큰 영향을 미치게 된다. 본 연구에서는 철근과 콘크리트 사이의 부착거동을 분석할 수 있는 상용 비선형 유한요소프로그램을 사용하여 철근의 마디형상에 따른 부착특성에 대하여 연구하였다. 해석에 사용된 부착모델은 2차원 평면응력요소를 사용하였으며, 주요 해석변수로는 마디각, 마디높이, 마디간격 및 마디면적비이다. 해석결과, 마디각은 30~60도인 범위에서 부착력이 우수한 것으로 나타났으며, 마디높이는 일정구간까지는 부착강도가 증가하나 철근직경의 12%를 초과하면 전단파괴를 유발하여 오히려 부착강도가 감소되고, 마디간격에 대한 효과는 상대적으로 크지 않은 것으로 나타났다. 마디의 높이와 간격을 하나의 지표로 제시할 수 있는 마디면적비는 부착강도의 변화를 효과적으로 나타낼 수 있는 것으로 분석되었으며, 마디면적비는 0.15 이하에서 최대의 효율을 나타내는 것으로 분석되었다. 특히 대형마디(교차마디형상)를 가진 철근인 경우, 타 변수보다 우수한 효율을 나타내어 부착강도 증진효과가 커지는 것으로 평가되었다.

• 대한치과보존학회:학술대회논문집
• /
• 대한치과보존학회 2003년도 제120회 추계학술대회 제 5차 한ㆍ일 치과보존학회 공동학술대회
• /
• pp.609-609
• /
• 2003

I. Objectives The purpose of this study was to evaluate the effect of adhesive property on microtensile bond strength and to determine the failure mode. II. Materials and Methods Flat occlusal dentin surfaces were prepared using low-speed diamond saw. The dentin was etched with 37% phosphoric acid. The following adhesives were applied to the etched dentin according to manufacturer's directions；Scotchbond Multi-Purpose in group 1, Primer＆Bond NT in group 2, Scotchbond Multi-Purpose followed by Tetric-flow in group 3. After adhesive application, a cylinder of resin-based composite was built up the occlusal surface.(omitted)

• 한국도로학회논문집
• /
• 제20권3호
• /
• pp.19-26
• /
• 2018

PURPOSES : The main purpose of this study is suggest of field bond strength evaluation method for more objective evaluation method through Evaluation of Bond Strength Properties with changing aspect ratio and temperature. METHODS : The evaluation is laboratory bond strength test. Using the core machine, the pull-off test method ; the bond strength test of interface layer the universal testing machine. RESULTS : As a result of the laboratory bond strength evaluation, it was verified that the bond strength by aspect ratio decreases linearly with increasing aspect ratio and the bond strength properties by temperature change existed at high and low temperature condition relative to odinary temperature condition. CONCLUSIONS : According to the results of laboratory bond strength evaluation, the field bond strength evaluation results suggest applying the proposed correction factor (0.8, 1.0, 1.4, 1.9) according to aspect ratio(0.5, 0.1, 1.5, 2.0), For more objective evaluation of the bond strength, it is analyzed that the evaluation value is within $6{\sim}32^{\circ}C$ and the result can be obtained within 5% of the coefficient of variation.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2010년도 춘계 학술논문 발표대회 1부
• /
• pp.77-81
• /
• 2010

This study deals with the analysis of color-difference and physical property of anti-corrosion coatings using at inside of concrete tank for drinking water. Because anti-corrosion coatings are effected by chemical attack, color and physical property are changed. So in this study when epoxy resin coatings of 3 types were received chemical attack by Cl- and NaOH, we present the co-relationship between color-difference and bond strength. For this study, we used the colorimetry, which can measure the degree of color difference on surface of materials. As the results, in case of Cl-, color change is appeared, bond strength also is decreased. From this experiment, we could know that color change due to chemical aging has the deep relationship with physical performance(bond strength) materials. further researches are needed.