• 한국도로학회논문집
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• 제19권5호
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• pp.33-42
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• 2017

PURPOSES : The purpose of this study is to suggest the construction and quality control method for the re-repair of a deteriorated partial depth repair for sections of Portland cement concrete pavement. METHODS : An experimental construction was conducted to extend the repair width for removing an existing repair section. A removal method was used to ensure early performance for a deteriorated partial depth repair section. Bond strength and split tensile strength were measured at the near vertical interface layer between the existing pavement and repair material. The area was analyzed for various conditions such as the extended repair area and the removing method of the existing repair section. RESULTS : As a result of analysis of bond strength and split tensile strength, the bonding performance of a milling removed section was improved over a cutting and hand breaker removed section. The bond strength was analyzed to increase slightly as the extended repair width for removing the existing repair section increased. The split tensile strength did not show a clear relationship to an increased extended repair width of an existing removed repair section. CONCLUSIONS : The milling removal method should be applied in the removal of existing deteriorated partial depth repair sections. The extended repair width for a re-repair section should be wider than the existing partial depth repair with at least a 75-mm length and width for the bond strength and the split tensile strength.

• 산업기술연구
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• 제23권A호
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• pp.149-156
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• 2003

The development and maintenance of a sound bond are essential requirements of concrete repair and replacement. The bond property of a overlay to its substrate concrete during the lifetime is one of the most important performance requirements which should be quantified. A standard or a verified bond strength measurement method is required at field for screening, selecting materials and quality control for overlay or repair materials, but no test method has been adopted as a standard. In this study, a concrete pull off bond strength measurement method for field application is proposed and evaluated. This study compares the splitting tensile test, slant shear test, nipple pipe direct tensile test, flexural adhesion test, briquette tensile test, jumbo nail pull-out test and core pull-off test with their test procedures. From these comparison and investigation, core pull-off test is selected as a main topic of this study because of it's suitability for in situ testing, simplicities in field application and clearness at interface boundary condition. Thus, the proposed core pull off test is evaluated to be the most appropriate method for field application in a simple manner. The fracture surface and fracture mode could be easily determined by visual observation of failure surface of the field specimen. The core pull off test was found to be sensitive to surface condition and latex contents at latex modified concrete.

• 대한소아치과학회지
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• 제35권3호
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• pp.456-468
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• 2008

본 연구는 5급 와동에서 유동성 복합 레진 수복 시 수종의 상아질 접착제에 따른 미세 누출 양상을 비교하고, resin tag 및 혼성층의 형상을 전자 현미경으로 관찰하고 비교 분석하였다. 행동 조절에 어려움이 많은 소아 환자의 접착 수복에서 술식의 간편화 및 시간 단축이 장점으로 부각되고 있는 All-in-one 상아질 접착제의 임상 적용 가능성을 평가하고 다음과 같은 결론을 얻었다. 1. 법랑질 변연에서는 II군(AQ Bond Plus)이 가장 높은 미세누출을 보였고 III군($AdheSE^{(R)}$ One), I군($Adper^{TM}$ Single Bond 2) 순으로 감소하였으며, II군은 I군, III군과 통계학적 유의차를 보였고(p<0.05), I군과 III군 사이에는 유의차가 없었다. 2. 상아질 변연에서는 II군, I군, III군의 순으로 미세누출이 증가하였고, 각각 통계학적 유의차를 보였다(p<0.05). 3. I군과 III군에서는 법랑질 변연이 상아질 변연보다 유의하게 낮은 미세누출을 보였으나(p<0.05), II군에서는 통계학적 유의차를 보이지 않았다(p>0.05). 4. 주사전자현미경 소견에서 II군과 III군은 resin tag의 형성이 매우 미약하고 불규칙한 양상을 보인 반면, I군에서는 비교적 긴밀하고 균일한 resin tag가 관찰되었다. 이상의 결과를 종합해보면, AQ Bond Plus와 $AdheSE^{(R)}$ One은 처리 과정의 단순화로 인한 시간 절약의 장점을 가지고 있으나 $Adper^{TM}$ Single Bond 2에 비해 상대적으로 높은 미세누출과 약한 결합력을 보인 본 실험의 결과를 미루어 볼 때, 임상적용 시 술식과 case에 따른 선택적 사용이 추천되는 바이다.

• 한국지반공학회논문집
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• 제24권10호
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• pp.147-160
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• 2008

본 논문에서는 국내 몇몇 시험현장에서 수행한 총 54회 단일앵커시험과 4회 실규모 앵커기초에 대한 결과를 제시하였다. 시험결과, 암반앵커의 인발에 대한 파괴메커니즘은 암종 및 암질, 근입깊이, 불연속면의 특성, 텐던의 강도 등에 영향을 받는 것으로 나타났다. 불량한 암반내 얕은 앵커의 경우(정착심도 1.0m 이하) 대부분 그라우트-암반 부착파괴로 나타났으나 이러한 경우에도 깊이를 증가시키면 암반파괴를 유도할 수 있다. 반면에, 얕은 앵커기초라 하더라도 암반상태가 좋으면 부착파괴가 아닌 암반파괴의 형태를 보인다. 한편 실내부착강도 시험결과는 표면부터 진행성파괴가 나타나며 점차 아래로 전파된다. 이때 측정된 텐던-그라우트 부착강도는 그라우트 일축압축강도의 약 $18{\sim}25%$로 나타났으며, 방식 쉬이스로 인한 부착강도의 감소는 보이지 않았다. 연구결과로부터 암반앵커시스템의 인발지지력을 지배하는 주요 파라메터를 결정하고 적용 암반의 분류기준을 제시하였으며, 최종적으로 인발에 대한 암반앵커기초의 지지력을 평가할 수 있는 간편화된 절차를 제안하였다.

• Journal of the Korean Wood Science and Technology
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• 제39권5호
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• pp.451-458
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• 2011

Adhesives derived from renewable resources allow wood panel producers to make lower cost alternatives to formaldehyde-based adhesive resins. Among them, adhesive components extracted from industrial by-products or wastes are the most important research fields in the efficient utilization of waste and cost reduction. In our study, the rapeseed flour, which is a by product from the production of biodiesel extracted from rapeseed, was introduced to develop alternative adhesives for the production of wood flooring. The rapeseed flour was hydrolyzed with 1% sodium hydroxide solution and PF prepolymers were prepared with 3-molar ratios, 1.8, 2.1 and 2.4. The linear fracture mechanics was introduced to evaluate the glue bond quality in wood flooring composed of fancy-veneered and plywood, and the formaldehyde emission and adhesive penetration were also investigated. The formaldehyde emissions of wood flooring met the requirement of the standard of $SE_0$ specified in the KS standard. The rapeseed flour adhesive penetrated sufficiently into the vessel elements and lumens in fancy veneer and plywood and gave strong bond quality to the wood flooring. The fracture mechanics was introduced to evaluate the adhesive joint between fancy veneer and plywood. The critical stress intensity factor ($K_{IC}$) of boliva overlayed wood flooring was increased with increasing molar ratio and this was the same tendency in oak overlayed wood flooring. From the results, the formulated adhesives were efficiently used to bond fancy veneer onto the plywood to make wood flooring and showed a potential to be used as a component of environmentally friendly adhesive resin systems for production of flooring.

• Progress in Superconductivity
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• 제4권2호
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• pp.148-152
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• 2003

We have observed the temperature dependences of Bi $L_{III}$ edge spectra by extended X-ray absorption spectroscopy for a high quality single crystal and a powder of the $Ba_{0.6}K_{0.4}BiO_3$ superconductor. $Ba_{0.6}K_{0.4}BiO_3$ has the cubic structure and metallic states. The deformation of the $BiO_{6}$ octahedra, which is due to the anomalies of the Bi-O and Bi-Ba bond length, was showed by the double-shell fit. It was clearly found that these anomalies are owing to the difference in the strength of Bi-O bonds. The temperature dependences of both bond lengths and the Debye-Walter factor ${\sigma}^2$ of the Bi-O and Bi-(Ba,K) bond are discussed to illustrate local structural features of the $Ba_{0.6}K_{0.4}BiO_3$

• 한국세라믹학회지
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• 제44권10호
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• pp.537-541
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• 2007

Microwave dielectric properties of $0.95 Ca_{0.85}Nd_{0.1}TiO_3-0.05LnAlO_3$ (Ln=Sm, DH, Er) were investigated as a function of sintering temperature and lanthanide ion type. A single perovskite phase with an orthorhombic structure was obtained throughout the entire range of composition. The dielectric constant (K) was dependent upon the dielectric polarizabilities and the B-site bond valence in the $ABO_3$ perovskite structure. The quality factor (Qf) of the specimens with $ErAlO_3$ was smaller than those with $SmAlO_3\;and/or\;DyAlO_3$ due to the smaller grain size. The temperature coefficient of resonant frequency (TCF) could be controlled from $107.28ppm/^{\circ}C$ at Ln=Sm to $87.23ppm/^{\circ}C$ at Ln=Er due to the changes of B-site bond valence in the $ABO_3$ perovskite structure.

• 한국의류학회지
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• 제35권8호
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• pp.906-917
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• 2011

This study identified the present state of store and selection criteria of supplier from the regional fashion buyer point of view and examined the effects of the factors of relative impact between buyer and supplier on the relational bond. The interviews and questionnaires were administered to the owners or the sellers of 85 fashion retail stores in Gwangju. For analysis of data, frequency, means, factor analysis, Cronbach's ${\alpha}$ and regression analysis were applied. The results were as follows. First, in the results of examining the actual conditions of store managers for fashion buyers, fashion buyers complained about lengthy travelling and time consumption inconvenience. They also reported decrease in margin and monthly mean sales over last year. Second, the most important selection the criteria for the supplier were product power, followed by a convenient store layout. Finally, higher quality communication, more compromises, and higher dependence were affected with higher satisfaction, trust, and commitment in suppliers; conversely, the trust and commitment of the buyers decreased relative to the increased power of the suppliers.

• Earthquakes and Structures
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• 제19권5호
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• pp.315-329
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• 2020

Through bolt connections in Concrete Filled Steel Tubes (CFSTs) has been proved to be good in terms of seismic performance and constructability. Stiffened extended end plate connection with full through type bolt helps to avoid field weld altogether, and hence to improve the quality of joints. An experimental study was conducted on the hysteretic performance of square interior beam-column connections using flat extended end plates with through bolt. The study focuses on the effect of the bond between the tie rod and the core concrete on the cyclic performance of the joint. The study also quantifies how much the interior joint is getting strengthened due to the confinement effect induced by bi-directional bolting, which is widely used in 3D moment resisting frames. For a better understanding of the mechanism and for the prediction of shear capacity of the panel zone, a mathematical model was generated. The various parameters included in the model are the influence of axial load, amount of prestress induced by bolt tightening, anchorage, and the concrete strut action. The study investigates the strength, stiffness, ductility, and energy dissipation characteristics. The results indicate that the seismic resistance is at par with American Institute of Steel Construction (AISC) seismic recommendations. The bidirectional bolting and bond effect have got remarkable influence on the performance of joints.

• Applied Science and Convergence Technology
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• 제26권5호
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• pp.133-138
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• 2017

We investigated the interface defect engineering and reaction mechanism of reduced transition layer and nitride layer in the active plasma process on 4H-SiC by the plasma reaction with the rapid processing time at the room temperature. Through the combination of experiment and theoretical studies, we clearly observed that advanced active plasma process on 4H-SiC of oxidation and nitridation have improved electrical properties by the stable bond structure and decrease of the interfacial defects. In the plasma oxidation system, we showed that plasma oxide on SiC has enhanced electrical characteristics than the thermally oxidation and suppressed generation of the interface trap density. The decrease of the defect states in transition layer and stress induced leakage current (SILC) clearly showed that plasma process enhances quality of $SiO_2$ by the reduction of transition layer due to the controlled interstitial C atoms. And in another processes, the Plasma Nitridation (PN) system, we investigated the modification in bond structure in the nitride SiC surface by the rapid PN process. We observed that converted N reacted through spontaneous incorporation the SiC sub-surface, resulting in N atoms converted to C-site by the low bond energy. In particular, electrical properties exhibited that the generated trap states was suppressed with the nitrided layer. The results of active plasma oxidation and nitridation system suggest plasma processes on SiC of rapid and low temperature process, compare with the traditional gas annealing process with high temperature and long process time.