• 대한소아치과학회지
• /
• 제26권2호
• /
• pp.284-295
• /
• 1999

아말감의 단점인 건전 치질 삭제와 미세 누출을 줄이기 위한 접착 아말감(bonded amalgam)에 사용되는 치과용 접착제의 접착 강도를 측정하고 파절면을 관찰하여 콤포지트 레진과 비교 평가하였다. 발거한 우전치의 순면을 직경 8mm의 원형으로 천공하여 얻은 부분을 순면이 바깥쪽으로 향하도록 아크릴릭 레진 블록에 매몰하여 상아질과 법랑질군을 각각 55개씩 준비하였다. 1군:Superbond C&B, 2군:Panavia 21, 3군:All-Bond 2, 4군:Fuji I Glass Ionomer Luting Cement, 5군:Scotchbond Multi-Purpose(Restorative Z-100)의 5개 군으로 나누어 지름 6.3mm, 깊이 1.5mm의 구멍이 뚫린 충전용 틀(mold)을 위치시키고 표면을 접착제로 처리한 후 아말감 충전을 하였다. 5군은 레진 충전 후 40초간 광중합하였다. 각 시편은 아말감 충전 24시간 후 접착 강도 측정용 기구에 장착하고 만능 시험기에서 0.2mm/min의 cross-head 속도로 하중을 가하여 시편이 탈락할 때까지의 하중값(kg)을 측정하고, 파절면을 검사하여 다음과 같은 결론을 얻었다. 1. 상아질군에서 1, 2, 4군은 5군에 비하여 통계학적으로 유의성 있게 낮은 접착 강도를 보였다(P<0.05). 2. 법랑질군에서 4군은 5군에 비하여 통계학적으로 유의성 있게 낮은 접착 강도를 보였다(P<0.05). 3. 2군에서는 상아질군에서 법랑질군에 비하여 통계학적으로 유의성 있게 낮은 접착 강도를 보였으나(P<0.05), 다른 접착제에서는 상아질군과 법랑질군에서의 접착 강도가 유의성 있는 차이를 보이지 않았다(P>0.05). 4. Cohesive failure는 1E군과 5D군에서 관찰되었고, mixed failure는 1, 5군에서 관찰되었으며, 2, 3, 4군에서는 adhesive failure만 관찰되었다.

• Maxillofacial Plastic and Reconstructive Surgery
• /
• 제29권5호
• /
• pp.383-393
• /
• 2007

The aim of the present study is to investigate the effect of anodized surface of osseointegration implants by using of resonance frequency analysis (RFA) and histomorphometric analysis. A total of 96 screw-shaped implants were devided into 4 groups. Seventy-two implants were prepared by electrochemical oxidation with 3 different ways; Group 1 (n=24) were prepared at galvanostatic mode in 0.25M sulfuric acid and phosphoric acid, Group 2 (n=24) were prepared at galvanostatic mode in calcium glycerophosphate and calcium acetate, and Group 3 (n=24) were prepared at galvanostatic mode in 0.25M sulfuric acid and phosphoric acid followed by Calcium metaphosphate(CMP) coating. Control group (n=24) were the RBM surfaced implants. The implants were placed in the mandibles of 12 mini pigs. Bone tissue responses were evaluated by resonance frequency analysis(RFA) and histomorphometric analysis that were undertaken at 2, 4 and 6weeks after implant placement. The following result were obtained. 1. Twenty-two of 96 implants (4 in control group, 5 in group 1, 7 in group 2, and 6 in group 3) were failed due to faliure of osseoitegration. The failure rate of osseointegration was 22.9%. 2. The mean values of RFA in control, group 2 and groups 3 showed the similar values, but there was no significant difference among groups. 3. Histomorphometric evaluation demonstrated significantly higher bone-to-implant contact ratio in group 2 at 3 and 4 weeks after implant placement than other groups (p<0.05), but there was no significant difference among groups at 6weeks after implant placement.

• 대한소아치과학회지
• /
• 제46권2호
• /
• pp.165-172
• /
• 2019

이 논문의 목적은 기능성 모노머를 함유한 8세대 접착제의 적용시간 감소와 인산 산부식 여부가 유치에서 접착능에 미치는 영향을 평가하는 것이다. 80개의 우식이 없는 유구치를 선정하였고, 접착제의 종류에 따라서 2그룹으로 분류하였다(G-premio bond, Single bond universal). 각 그룹은 적용 시간와 인산 산부식 여부에 따라서 그룹당 10개씩, 총 4개의 하위그룹으로 추가 분류하였다. 각 하위그룹은 절반으로 나누어, 5개의 시편은 전단결합강도 측정 후 주사전자현미경을 촬영하여 파절양상을 확인하였고, 다른 5개의 시편은 미세누출을 측정하였다. G-premio bond는 적용시간와 인산 산부식 여부에 따른 결합강도와 파절양상, 미세누출의 유의한 차이가 관찰되지 않았다. Single bond universal은 적용시간을 길게 한 경우가 적용시간이 짧은 경우에 비해서 유의하게 높은 전단결합강도를 보였다(p = 0.014). 모든 그룹에서 나타난 전단결합강도는 임상적으로 허용 가능한 전단결합강도인 17 MPa 보다 높았다. G-premio bond는 인산 산부식 없이 적용시간을 줄여서 사용하는 방법이 가능하다.

• Computers and Concrete
• /
• 제22권5호
• /
• pp.461-468
• /
• 2018

In this paper, to access the suitability of recycled aggregate for structural applications, concrete strength i.e., compressive, tensile and flexural strength were evaluated and compared with those specimens made of natural aggregates. Test results indicated that 30 to 42% of the mentioned strength decreases. To study the performance of frame structures made of recycled aggregate concrete (RAC) two reinforced RAC frames were prepared and tested under monotonic loading. The joint regions of one of the RAC frame were casted with micro-concrete. A reference specimen was also prepared using natural aggregate concrete (NAC) and subjected to a similar loading condition. The RAC frame resulted in a brittle mode of failure as compared to NAC frame. However, the presence of a micro-concrete at the joint region of an RAC frame improved the damage tolerance and load resisting capacity. Seismic parameter such as energy dissipation, ductility and stiffness also improves. Conclusively, strengthening of joint region using micro-concrete is found to have a significant contribution in improving the seismic performance of an RAC frame.

• Steel and Composite Structures
• /
• 제33권5호
• /
• pp.729-746
• /
• 2019

The nonlinear behavior of single- and multi-story steel plate shear walls (SPSWs) strengthened with three different patterns of fiber reinforced polymer (FRP) laminates (including single-strip, multi-strip and fully FRP-strengthened models) is studied using the finite element analysis. In the research, the effects of orientation, width, thickness and type (glass or carbon) of FRP sheets as well as the system aspect ratio and height are investigated. Results show that, despite an increase in the system strength using FRP sheets, ductility of reinforced SPSWs is decreased due to the delay in the initiation of yielding in the infill wall, while their initial stiffness does not change significantly. The content/type/reinforcement pattern of FRPs does affect the nonlinear behavior characteristics and also the mode and pattern of failure. In the case of multi-strip and fully FRP-strengthened models, the use of FPR sheets almost along the direction of the infill wall tension fields can maximize the effectiveness of reinforcement. In the case of single-strip pattern, the effectiveness of reinforcement is decreased for larger aspect ratios. Moreover, a relatively simplified and approximate theoretical procedure for estimating the strength of SPSWs reinforced with different patterns of FRP laminates is presented and compared with the analytical results.

• Advances in concrete construction
• /
• 제10권1호
• /
• pp.61-69
• /
• 2020

This paper looks into how the shape of headed bars may influence the durability of reinforced concrete structures. Nowadays the only heads used in site works are cylindrical in shape. An alternative shape of head is studied in this piece of work. The new head reduces the concentration of stresses and so the appearance of cracks. In this work durability is studied based on both, first cracking and failure mode. An experimental campaign of 12 specimens and finite element modelling are described. The specimens were subjected to an accelerated corrosion process using an electrical current supply. Direct current was impressed on the specimens until breaking. Test results and the results obtained from numerical models are presented. Results are presented in term of comparison between the two shapes of heads studied. It was shown that the shape of the head has a significant influence on durability of reinforced concrete structures with headed reinforcing bars.

• 한국농공학회지
• /
• 제31권2호
• /
• pp.125-134
• /
• 1989

This study was conducted to investigate the flexural behaviour of sandwich constructions with cement concrete core and polymer concrete facings. Six different cross-sectional shapes using epoxy based polymer concrete facings were investigated. Some of the results from the static tests are given including the load-deflection responses, load-strain relationships, ultimate moment, and mode of failure. From the. results the following conclusions can be made. 1. The various strengths of polymer concrete were very high compared to the strengths for portland cement concrete, while modulus of elasticity assumed an aspect of contrast. 2. The thickness of core and facing exerted a great influence on the deflection and ultimate strenght of polymer concrete sandwich constructions. 3. The variation shape of deflection and strain depend on loading were a very close approximation to the straight line. The ultimate strain of polymer concrete at the end of tensile side were ranged from 625x10-6 to 766x10-6 and these values increased in proportion to the decrease of thickness of core and facings. 4. The ultimate moments of polymer sandwich constructions were 3 to 4 times that of cement concrete constructions which was transformed same section. It should he noted that polymer concrete have an effect on the reinforcement of weak constructions. 5. Further tests are neede to investigate the shear strain of constructions, and thermal expansion, shrinkage and creep of cement and polymer concrete which were composite materials of sandwich constructions.

• Coupled systems mechanics
• /
• 제2권1호
• /
• pp.23-51
• /
• 2013

An analytical algorithm for the estimation of the resistance forces exerted on the dipper of a cable shovel and the specific energy consumed in the cutting-loading process is presented. Forces due to payload and to cutting of geomaterials under given initial conditions, cutting trajectory of the bucket, bucket's design, and geomaterial properties are analytically computed. The excavation process has been modeled by means of a kinematical shovel model, as well as of dynamic payload and cutting resistance models. For the calculation of the cutting forces, a logsandwich passive failure mechanism of the geomaterial is considered, as has been found by considering that a slip surface propagates like a mixed mode crack. Subsequently, the Upper-Bound theorem of Limit Analysis Theory is applied for the approximate calculation of the maximum reacting forces exerted on the dipper of the cable shovel. This algorithm has been implemented into an Excel$^{TM}$ spreadsheet to facilitate user-friendly, "transparent" calculations and built-in data analysis techniques. Its use is demonstrated with a realistic application of a medium-sized shovel. It was found, among others, that the specific energy of cutting exhibits a size effect, such that it decreases as the (-1)-power of the cutting depth for the considered example application.

• Journal of Plant Biology
• /
• 제9권1_2호
• /
• pp.17-21
• /
• 1966

The mutual relationships of boron, Ca and sucrose were studied in relation to in vitro pollen growth and pollen bursting, by using conventient pollen from Crinum asiaticum for experiment. Crinum pollen are paticularly sensitive to Ca. Addition of very small amount of boron to cultural media was apparently synergistic to the action of sucrose and Ca in pollen germination and tube elongation. This action was extended to a higher level of boron concentraton. Combined application of boron, Ca and sucrose always gave the better results in pollen growth and protection against pollen bursting much more than when used singly. This indicated that there is a direct relationship between better growth of pollen and increased rigidity of pollen cell wall. A higher level of Ca concentration tended to increase bursting rate of pollen grains and decrease that of pollen tubes, while boron always depressed the rate of bursting. This was considered due to increased failure in pollen germination at high level of Ca that favors pollen tube elongation. The fact that Ca show an antagonistic effect on the suppressive action of high level of boron in pollen growth and shows different effect in response to pollen bursting from boron, suggested mode of Ca and boron action in the presence of sucrose is quiate different, although to increase in rigidity of pollen cell wall by them is in common nature. It was postulated therefore that Ca acts on pectins of pollen cell wall largely as "non-metabolic" and boron as "metabolic" promoter is pollen growth and protecting pollen bursting, since boron and Ca have common nature in strengthening the pollen cell wall but act differently.but act differently.

• Earthquakes and Structures
• /
• 제22권1호
• /
• pp.15-23
• /
• 2022

One of the key tools in assessing the seismic vulnerability of the structures is the use of fragile functions, which is the possibility of damage from a particular damage surface for several levels of risk from the seismic movements of the earth. The aim of this study is to investigate the effect of two categories of earthquake events on the fragile curve (FRC) of the steel construction system. In this study, the relative lateral displacement of the structures is considered as a damage criterion. The limits set for modifying the relative lateral position in the HAZUS instruction are used to determine the failure modes, which include: slight, moderate, extensive and complete. The results show, as time strong-motion increases, the probability of exceeding (PoE) increases (for Peak ground acceleration (PGA) less than 0.5). The increase in seismic demand increases the probability of exceeding. In other words, it increases the probability of exceeding, if the maximum earthquake acceleration increases. Also, 7-storey model in extensive mode has 20 and 26.5% PoE larger than 5- and 3-storey models, respectively.