• 한국구조물진단유지관리공학회 논문집
• /
• 제17권4호
• /
• pp.9-17
• /
• 2013

최근, 중단열 벽체의 단열성능 향상을 위해 철과 콘크리트 코어 전단연결재를 열전도율이 낮은 유리섬유복합체 (GFRP)로 전단연결재를 대체하는 연구가 활발히 진행되고 있다. 본 연구는 단열재의 표면처리에 따른 부착력과, GFRP 전단연결재로 보강된 중단열 벽체의 전단내력을 알아보기 위하여 실시되었으며, 각 변수에 따른 영향을 분석함으로써 구조성능에 대한 검증을 실시하였다. 총 13개의 실험체에 대해 직접전단실험을 실시하였으며, 파괴양상 및 하중-상대슬립 관계에 대한 분석을 실시하였다. 실험결과, 기존의 압출법 보온판 (XPS) 단열재에 거친표면처리와 10 mm의 홈을 낸 경우 단열재와 콘크리트사이에 부착력을 향상시킬 수 있으며, 부착력의 기여는 전단연결재의 파단 상대슬립의 영향을 받는 것으로 나타났다. 파형 전단연결재의 폭이 커짐에 따라 강성이 증가하였으며, 보강단면적이 증가함에 따라 최대내력이 증가하였다. 효과적인 보강을 위해서는 파형 전단연결재의 높이와 피치의 비율을 1:2로 산정해야 할 것으로 판단되며, 안정적인 파괴를 위해서는 매립깊이에 대한 검증이 필요할 것으로 사료된다.

• Applied Biological Chemistry
• /
• 제17권2호
• /
• pp.117-124
• /
• 1974

23종(種)의 대표적(代表約)인 세균(細菌)에 대(對)하여 glucosamine 함량(含量)을 측정(測定)하여 당지질(糖脂質)의 분포(分布)를 조사(調査)하고 당지질(糖脂質)의 함량(含量)과 Gram염색(染色)과의 상관관계(相關關係)를 규명(究明)한바 다음과 같은 결과(結果)를 얻었다. 1. Gram음성균(陰性菌) 및 varieable균(菌)은 그 균체(菌體) 당지질중(糖脂質中) glucosamine함량(含量)이 최소(最少) Proteus vulgaris의 $0.04{\mu}g$에서 부터 최고(最高) Aerobacter aerogenes 의 $2.48{\mu}g$의 범위(範圍)로 분포(分布)되여 있었다. Gram positive균(菌) 및 Bacillus속중(屬中)의 Gram양성균(陽性菌)은 전부(全部) $0.02{\mu}g$ 이하(以下)의 함량(含量)을 갖고 있었다. Gram양성(湯性)인 Corynebacterium sepedonicum 및 Staphylococcus aureaus는 특(特)히 glucosamine함량(含量)이 최소(最少)였다. 이들보다 Gram음성균(陰性菌)은 양성균(湯性菌)과 명확(明確)히 구별(區別)할 수 있을만큼 glucosamine함량(含量)이 많았다. 2. Gram염색(染色)은 당지질(糖脂質) 추출전(抽出前)보다 추출후(抽出後)가 염색(染色)이 더 잘되는 경향(傾向)이였다. 3. Aerobacter aerogenes, Bacillus circulans, Pseudomonas fluorescens 및 Salmonella typhirurium의 4균주(菌株)에서 얻은 당지질(糖脂質)의 적외선(赤外線) spectra는 대체(大體)로 같았으며 다 OH-group C-O, C-O-C, $CH_2+CH_3$, amide 결합(結合), 지방산(脂肪酸) ester 결합(結合), ester carbonyl 결합(結合)의 존재(存在)를 확인(確認)하였다.

• Restorative Dentistry and Endodontics
• /
• 제25권2호
• /
• pp.299-308
• /
• 2000

The purpose of this in vitro study was to evaluate the microleakage of 5 curing methods in class V composite restorations which are composed of two-step light curing, pulse-delay cure, low curing-light intensity, moderate curing-light intensity and high curing-light intensity. In this study, class V cavities were prepared on buccal and lingual surfaces of 50 extracted human upper or lower molars on cementum margin. Single Bond adhesive and Z-100 shade A2 were applied for each group following the manufacture's instruction. The experimental teeth were randomly divided into 5 groups of 10 samples (20 surfaces) each. Group 1: two-step light curing; Group 2: pulse-delay cure; Group 3: low curing-light intensity; Group 4: moderate curing-light intensity; Group 5: high curing-light intensity. After 500 thermocycling between $5^{\circ}C$ and $55^{\circ}C$, the 60 teeth were placed in 2% methylene blue dye for 24 hours, then rinsed with tab water. The specimens were embedded in clear resin, then sectioned buccolingually through the center of restoration with a low speed diamond saw. The dye penetration on each of the specimen was then observed with a stereomicroscope at ${\times}20$. The composite resin/tooth interfaces were examined under Scanning Electron Microscopy. The results were statistically analyzed using the Kruskal-Wallis One Way ANOVA and Dunn's Method. The results of this study were as follows. 1. In all groups, the leakage values seen at the enamel margin were significantly lower than those seen at the dentin margin(P<0.05). 2. No group in this study showed significant differences in leakage values at both the enamel and the dentin margins(P<0.05). 3. In all groups, the gaps seen at the enamel margin were significantly lower than those seen at the dentin margin(P<0.05). 4. The gaps in this study showed significant differences and two-step light-curing and low curing-light intensity produced significant less gap than high curing-light intensity(P<0.05).

• Journal of Photoscience
• /
• 제9권2호
• /
• pp.51-54
• /
• 2002

We propose a novel mechanism (Twist Sharing Mechanism) for the cis-trans photoisomerization of rhodopsin, based on the molecular dynamics (MD) simulation study. New things devised in our simulations are (1) the adoption of Mt. Fuji potentials in the excited state for twisting of the three bonds C9=C10, C11=C12 and C13=14 which are modeled using the detailed ab initio quantum chemical calculations and (2) to use the rhodopsin structure which was resolved recently by the X-ray crystallographic study. As a result, we found the followings: Due to the intramolecular steric hindrance between 20-methyl and 10-H in the retinal chromophore, the C12-C13 and C10-C11 bonds are considerably twisted counterclockwise in rhodopsin, allowing only counterclockwise rotation of the C11 =C12 in the excited state. The movement of 19-methyl in rhodopsin is blocked by the surrounding three amino acids, Thr 118, Met 207 and Tyr 268, prohibiting the rotation of C9=C10. As a result only all-trans form of the chromophore is obtainable as a photoproduct. At the 90$^{\circ}$ twisting of C11=C12 in the course of photoisomerization, twisting energies of the other bonds amount to about 20 kcal/mol. If the transition state for the thermal isomerization is assumed to be similar to this structure, the activation energy for the thermal isomerization around C11=C12'in rhodopsin is elevated by about 20 kcal/mol and the thermal isomerization rate is decelerated by 10$\^$-14/ times than that of the retinal chromophore in solution, protecting photosignal from the thermal noise.

• Computers and Concrete
• /
• 제8권2호
• /
• pp.193-206
• /
• 2011

The use of Carbon Fiber Reinforced Polymers (CFRP) to strengthen reinforced concrete beams under bending and shear has gained rapid growth in recent years. The performance of shear strengthened beams with externally bonded CFRP laminate or fabric strips is raising many concerns when the beam is loaded under cyclic loading. Such concerns warrant experimental, analytical and numerical investigation of such beams under cyclic loading. To date, limited investigations have been carried out to address this concern. This paper presents a numerical investigation by developing a nonlinear finite element (FE) model to study the response of a cantilever reinforced concrete T-beam strengthened in shear with side bonded CFRP fabric strips and subjected to cyclic loading. A detailed 3D nonlinear finite element model that takes into account the orthotropic nature of the polymer's fibers is developed. In order to simulate the bond between the CFRP sheets and concrete, a layer having the material properties of the adhesive epoxy resin is introduced in the model as an interface between the CFRP sheets and concrete surface. Appropriate numerical modeling strategies were used and the response envelope and the load-displacement hysteresis loops of the FE model were compared with the experimental response at all stages of the cyclic loading. It is observed that the responses of the FE beam model are in good agreement with those of the experimental test. A parametric study was conducted using the validated FE model to investigate the effect of spacing between CFRP sheets, number of CFRP layers, and fiber orientation on the overall performance of the T-beam. It is concluded that successful FE modeling provides a practical and economical tool to investigate the behavior of such strengthened beams when subjected to cyclic loading.

• 한국식품영양학회지
• /
• 제15권4호
• /
• pp.331-336
• /
• 2002

본 연구는 두유에 칼슘을 강화하고자 두유단백질의 칼슘내인성을 높이기 위한 방법으로 단백분해효소를 처리한 경우 효소처리 전, 후에 나타나는 단백질의 구조적 특성을 비교 분석하였다. 표면소수도는 SMP

• 한국도로학회논문집
• /
• 제17권2호
• /
• pp.39-46
• /
• 2015

PURPOSES: The objectives of this study were to develop a new polymer-modified emulsion for application to tack coats and to evaluate its properties by comparing it with other types of asphalt emulsions, with the goal of providing an enhanced tack coat material for use in construction. METHODS: Modified asphalt binders were developed from using SBS and SBR latex in the laboratory, and their fundamental properties, such as their penetration index and PG grade, were evaluated. Based on the properties, a new tack coat material was developed. To evaluate the newly developed asphalt emulsion, the bonding strength between the two layers of HMA was measured by applying a uniaxial tensile test and shear test. For the tests, a total of four different conditions were applied to the specimens, including the developed asphalt emulsion, latex modified asphalt emulsion, conventional asphalt emulsion, and non-tack coating. RESULTS AND CONCLUSIONS: Overall, the developed asphalt emulsion exhibits the best bonding strength behavior among all of the three types. Also, the two types of polymer-modified emulsions were found to be better for application for use as a tack coat than a conventional emulsion. Especially, at a high temperature ($50^{\circ}C$), the conventional asphalt emulsion no longer acts as a tack coating material. Therefore, the polymer-modified emulsion should be considered for application to tack coat construction during the summer.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
• /
• pp.11-30
• /
• 2000

Structural properties of reinforced concrete, such as bond and shear strength, that depend on the tensile properties of concrete are much lower for high-strength concrete than would be expected based on relationships developed for normal-strength concretes. To determine the reason for this behavior, studies at the University of Kansas have addressed the effects of aggregate type, water-cementitious material ratio, and age on the mechanical and fracture properties of normal and high-strength concretes. The relationships between compressive strength, flexural strength, and fracture properties were studied. At the time of test, concrete ranged in age from 5 to 180 days. Water-cementitious material ratios ranged from 0.24 to 0.50, producing compressive strengths between 20 MPa(2, 920 psi) and 99 MPa(14, 320psi). Mixes contained either basalt or crushed limestone aggregate, with maximum sizes of 12mm(1/2in). or 19mm(3/4in). The tests demonstrate that the higher quality basalt coarse aggregate provides higher strengths in compression than limestone only for the high-strength concrete, but measurably higher strengths in flexure, and significantly higher fracture energies than the limestone coarse aggregate at all water-cementitious material ratios and ages. Compressive strength, water-cementitious material ratio, and age have no apparent relationship with fracture energy, which is principally governed by coarse aggregate properties. The peak bending stress in the fracture test is linearly related to flexural strength. Overall, as concrete strength increases, the amount of energy stored in the material at the peak tensile load increases, but the ability of the material to dissipate energy remains nearly constant. This suggests that, as higher strength cementitious materials are placed in service, the probability of nonductile failures will measurably increase. Both research and educational effort will be needed to develop strategies to limit the probability of brittle failures and inform the design community of the nature of the problems associated with high-strength concrete.

• Journal of the Korean Wood Science and Technology
• /
• 제26권1호
• /
• pp.97-105
• /
• 1998

This study examined the combined using effects of urea-formaldehyde (UF) resin and emulsifiable methylene diphyenyl diisocyanate (EMDI) resin to overcome performance limit of three-layer particleboards commonly made by UF resin. Two adhesive adding methods were applied with three types of resin combination system to each layer of particleboards. The one was simultaneously spreading method with emulsified compound resin (UF and EMDI) while the other was separately spreading method with unemulsified EMDI resin after UF resin spreading. The performance of particleboards bonded with 2% EMDI resin to the inner layers(IL) were similar to that of controls bonded with 8% UF resin. In the case of the emulsified compound resin application to the all layers of particleboards, there were marked reinforcing effects of EMDI resin, although a small amount of EMDI resin was mixed with UF resin. Especially bending MOR after 24 hours cold water-immersion and thickness swelling after 2 hours hot water-immersion of compound resin-bonded particleboards were remarkably different from those of pure UF resin-bonded particleboards. It was found that separately spreading method with unemulsified EMDI resin was more effective than simultaneously spreading method with emulsified compound resin to sustain the internal bond strength of particleboards after 24 hours cold water-immersion. In the resin combination systems to outer layers/inner layers of particleboards, water resistance and strength properties were superior in order of UF+EMDI/UF+EMDI > UF/UF+EMDI > UF/UF. And water resistance of particleboards was greatly dependent upon EMDI resin level in any adhesive adding method.

• Genomics & Informatics
• /
• 제9권2호
• /
• pp.69-73
• /
• 2011

The use of genomic information in genomic selection programs for dairy and beef cattle breeds has become a reality in recent years. In this investigation, we analyzed single-nucleotide polymorphisms (SNPs) for Hanwoo (n=50) and Holstein (n=50) breeds using the Illumina Bovine SNP50 BeadChip to facilitate genomic selection and utilization of the Hanwoo breed in Korea. Analysis of the entire genomes showed different spectra of SNP frequencies for Hanwoo and Holstein cattle. The study revealed a highly significant (p<0.001) difference between Hanwoo and Holstein cattle in minor allele frequency (MAF). The average MAFs were $0.19{\pm}0.16$ and $0.22{\pm}0.16$ for Hanwoo and Holstein, respectively. From the total of 52,337 SNPs that were successfully identified, about 72% and 79% were polymorphic in Hanwoos and Holsteins, respectively. Polymorphic and fixed SNPs were not distributed uniformly across the chromosomes within breeds or between the two breeds. The number of fixed SNPs on all chromosomes was higher in Hanwoo cattle, reflecting the genetic uniqueness of the Hanwoo breed. In general, the rate of polymorphisms detected in these two breeds suggests that the SNPs can be used for different applications, such as whole-genome association and comparative genetic studies, and are a helpful tool in developing breed identification genetic markers.