• 대한치과기공학회지
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• 제36권1호
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• pp.9-15
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• 2014

Purpose: Generally dental technicians clinically decide the sintering temperature of zirconia artificial teeth to match the color of the teeth. However, the sintering temperature influence the microstructure and mechanical strength of ceramic body. In this study, to evaluate the free choice of sintering temperature which leads to color the problems in zirconia false teeth, the variation of microstructure, mechanical strength, and colortone of zirconia ceramics according to the change of sintering temperature was investigated. Methods: Bar type specimens were prepared from commercial zirconia blocks by cutting and polishing into $0.8cm(L){\times}1.0cm(W){\times}4.8cm(H)$. Specimens were fired from 1,400 to $1,700^{\circ}C$ at $50^{\circ}C$ intervals and held for 1hour at highest temperature. Apparent porosity, water absorption, firing shrinkage, bulk density, bend strength, whiteness were tested. Microstructures were observed by SEM. Results: When fired above $1450^{\circ}C$, all specimens showed 0% apparent porosity and water absorption, 20% firing shrinkage, and $6.1g/cm^3$ bulk density regardless of firing temperatures. SEM photomicrographs showed grain growth of zirconia occurred above $1,600^{\circ}C$. Whiteness was also largely changed above this temperature. Maximum bend strength of 1,05MPa was obtained at $1,550^{\circ}C$. Bend strength lowered slightly above this temperature and showed $950{\ss}\acute{A}$ at $1,700^{\circ}C$. Conclusion: In order to fit the colortone of zirconia artificial teeth, arbitrary choice of firing temperature higher than $1,500^{\circ}C$, up to $1,700^{\circ}C$ did not influence the mechanical strength.

• Computers and Concrete
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• 제22권1호
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• pp.27-37
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• 2018

Reinforced concrete structures are widely used in civil engineering projects around the world in different designs. Due to the great evolution in computational equipment and numerical methods, structural analysis has become more and more reliable, and in turn more closely approximates reality. Thus among the many numerical methods used to carry out these types of analyses, the finite element method has been highlighted as an optimized tool option, combined with the non-linear and linear analysis techniques of structures. In this paper, the behavior of reinforced concrete beams was analyzed in two different configurations: i) with welding and ii) conventionally lashed stirrups using annealed wire. The structures were subjected to normal and tangential forces up to the limit of their bending resistance capacities to observe the cracking process and growth of the concrete structure. This study was undertaken to evaluate the effectiveness of welded wire fabric as shear reinforcement in concrete prismatic beams under static loading conditions. Experimental analysis was carried out in order compare the maximum load of both configurations, the experimental load-time profile applied in the first configuration was used to reproduce the same loading conditions in the numerical simulations. Thus, comparisons between the numerical and experimental results of the welded frame beam show that the proposed model can estimate the concrete strength and failure behavior accurately.

• Composites Research
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• 제16권2호
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• pp.26-32
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• 2003

레이저 융착된 광섬유의 절단 부위에 대한 보호를 위한 관심이 크게 높아지고 있다 일반적으로 절단된 광섬유의 융착부분은 다른 부위에 비해 상대적으로 매우 취약하며 이러한 이유로 광섬유를 광 통신망에 사용할 때 동일 부분에서의 손실이 추가적으로 일어날 수 있다 일반적으로 광섬유 융착 부위는 일반 광섬유의 파괴 강도에 비해 약 1/10인 0.4～l kg로 감소된다. 이러한 이유로 인해 광 융착 부위의 보강이 절실히 요구되고 있다. 그러나, 이러한 구조물의 대부분이 철심 형태의 구조물을 삽입한 슬리브로 보강됨에 따라 굽힘에 대해 효과적으로 대응하지 못할 뿐 아니라 일단 구조물이 굽혀졌을 경우에는 지속적인 광 손실을 발생시키는 요인이 된다. 이러한 문제점을 보완하기 위하여 복합재료로 제작된 코일형 스프링 구조물 형태의 슬리브가 제안되었다. 이러한 슬리브는 기존의 슬리브의 취약점이었던 직하중에 대해 서로 효과적으로 반응할 뿐 아니라 굽힘 및 인장/압축 하중에도 효과가 있음을 알 수 있었다.

• Asian-Australasian Journal of Animal Sciences
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• 제19권2호
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• pp.245-251
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• 2006

The aim of this study was to investigate the effects of caponization on the bone characteristics, biomechanical property and histology in Taiwan country chickens fed to market age of 26 wks. Male Taiwan country chickens $D{\times}L_2$ were caponized or sham-operated at 8 wks of age, and selected healthy sham-operated and completely caponized chickens (prominent degenerated comb) were selected at 16 wks old and fed to 26 wks old for the trials. Fifteen intact male chickens (Intact), sham-operated chickens (Sham) and caponized chickens (Capon) were assigned for trial 1, and sixteen Intact and Capon were assigned for trial 2. Results in trial 1 showed that the abdominal fat and relative abdominal fat weights of Capon were significantly heavier than Intact and Sham (p<0.05), while the tibia weight and relative weight were the lightest (p<0.05). The tibia breaking strength, bending moment and stress of Capon were the poorest among groups (p<0.05). The trial 2 produced the similar observation that Capon were significantly lighter than Intact (p<0.05) in the tibia weight, relative tibia weight and their biomechanical properties. On histological determinations, Capon showed a thinner cartilage end and fewer chondrocytes (about 50%) and trabecular, and bigger marrow cavity; while decreased hemopoietic cells number with increased adipocytes than Intact observed by H&E stain and at low magnification. At high magnification, Capon showed a decrease in the chondrocyte size by 33 to 50%, with smaller nucleus located near the cell membrane, and exhibited monocellular form chondrocytes. Capon also showed a less strongly acidic sulfated mucosubstance with weaker dyeing property within cartilage zone, and smaller chondrocytes size by Alcian blue stain.

• 대한기계학회논문집A
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• 제40권7호
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• pp.637-646
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• 2016

실온에서 인코넬 718의 UNSM(Ultrasonic nanocrystal surface modification)처리재, 수소취화재(100 bar, $300^{\circ}C$에서 120 h) 및 수소취화재의 UNSM처리재의 회전굽힘피로시험에 의해 얻어진 결과, 수소취화재는 미처리재의 S-N곡선보다 피로수명이 약 10~20 % 감소하며 부식피로나 비철재료처럼 피로한도 없이 점진적으로 감소하였다. 표면균열수는 수소취화의 영향으로 평균입경($13{\mu}m$)보다 작은 균열의 비율이 약 80 %를 차지하였다. 결정입계, 표면 흠 등에 수소침투에 의한 취화현상으로 티어링(tearing)하면서 복수로 발생한 작은 표면균열은 불규칙적으로 분포하며 티어링하면서 성장, 합체되어 피로수명이 감소하는 것으로 추정된다. 미처리재에 비해서 UNSM처리재의 피로수명은 전 영역에서 크게 증가하였고, 수소취화된 시험편을 UNSM 처리한 후 피로시험을 실시하면 700 MPa에서 10배 이상, 600 MPa에서 20배 이상 증가하였다.

• Structural Engineering and Mechanics
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• 제66권2호
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• pp.273-283
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• 2018

Currently, the dynamic amplification effect of suction is described using the wind vibration coefficient (WVC) of external loads. In other words, it is proposed that the fluctuating characteristics of suction are equivalent to external loads. This is, however, not generally valid. Meanwhile, the effects of the ventilation rate of louver on suction and its WV are considered. To systematically analyze the effects of the ventilation rate of louver on the multi-dimensional WVC of ultra-large cooling towers under suctions, the 210 m ultra-large cooling tower under construction was studied. First, simultaneous rigid pressure measurement wind tunnel tests were executed to obtain the time history of fluctuating wind loads on the external surface and the internal surface of the cooling tower at different ventilation rates (0%, 15%, 30%, and 100%). Based on that, the average values and distributions of fluctuating wind pressures on external and internal surfaces were obtained and compared with each other; a tower/pillar/circular foundation integrated simulation model was developed using the finite element method and complete transient time domain dynamics of external loads and four different suctions of this cooling tower were calculated. Moreover, 1D, 2D, and 3D distributions of WVCs under external loads and suctions at different ventilation rates were obtained and compared with each other. The WVCs of the cooling tower corresponding to four typical response targets (i.e., radial displacement, meridional force, Von Mises stress, and circumferential bending moment) were discussed. Value determination and 2D evaluation of the WVCs of external loads and suctions of this large cooling tower at different ventilation rates were proposed. This study provides references to precise prediction and value determination of WVC of ultra-large cooling towers.

• 재활복지공학회논문지
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• 제10권1호
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• pp.81-86
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• 2016

본 연구는 복부 동시수축 형태에 따라 하지의 근활성도에 어떤 영향을 미치는지에 대해 알아보고자 하였다. 연구대상자는 허리와 하지에 통증이 없고, 근골격계에 이상이 없는 건강한 20대 여성 30명을 대상으로 진행하였다. 복부 이완(Rest), 복부 당기기 기법(ADIM), 복부 브레이싱 기법(ABM)을 유지하는 각 자세에서 무릎의 굽힘없이 발을 능동적으로 바닥으로부터 20cm 올린 상태(ASLR)로 약 10초간 유지하도록 하여 하지의 5개 근육(중간볼기근, 엉덩긴모음근, 넙다리곧은근, 넙다리두갈래근, 앞정강근)의 근활성도를 측정하였다. 연구결과, Rest에서 ASLR을 유지하였을 때보다 ADIM 수축형태로 ASLR 유지할 때 하지의 모든 근육에서 근활성도가 높게 나타났다. 또한 Rest에서 ASLR을 유지하였을 때보다 ABM 수축형태로 ASLR을 유지하였을 때 중간볼기근을 제외한 나머지 근육에서 모두 근활성도가 높게 나타났다. ADIM과 ABM을 비교한 결과 중간볼기근과 앞정강근은 ADIM 수축형태에서, 엉덩긴모음근, 넙다리곧은근, 넙다리두갈래근은 ABM 수축형태에서 통계적으로 유의하게 높은 근활성도가 나타났다. 본 연구의 결과로 체간중심 안정화 운동이 필요한 요통 환자의 선제적 복부 수축형태로서 뿐만 아니라 하지의 선택적 근력강화가 필요한 환자들에게 개별화된 방법으로써 근거를 제시할 수 있을 것이다.

• 한국농공학회지
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• 제38권6호
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• pp.83-95
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• 1996

The normal cement concrete is widely used material to build the construction recently, but it has a fault to increase the dead load on account of its unit weight is large compared with strength. So, main purpose of this study was to establish the physical and mechanical properties of lightweight concrete using expanded polystyrene bead on fine aggregate and natural gravel, expanded clay and pumice stone on coarse aggregate. The test rusults of this study are summarized as follows; 1. The water-cement ratio of concrete using pumice stone was larger than that of the concrete using natural gravel and expanded clay. 2. The unit weights of concrete using pumice stone and expanded caly were shown less than 1,000g/$m^3$. 3. The compressive strengths of all types were shown less than 60kg/$cm^2$, tensile and bending strengths were shown less than l3kg/$cm^2$ and 3lkg/$cm^2$$^2$, respectively. 4. The pulse velocity of concrete was shown similar with using natural gravel and pumice stone, and shown the lowest using pumice stone. 5. The dynamic modulus of elasticity of concrete was shown considerably smaller, and shown the lowest using pumice stone. 6. The static modulus of elasticity of concrete using expanded clay and pumice stone were shown considerably smaller, and shown 22% ~29% as compared with the dynamic modulus of elasticity. 7. The stress-strain curves of concrete were shown similar, generally. And the curves were repeated at short intervals increase and decreased irregularly.

• Archives of Pharmacal Research
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• 제25권1호
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• pp.11-24
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• 2002

The antitumor antibiotic (+)-CC-1065 can alkylate N3 of guanine in certain sequences. A previous high-field $^1H$ NMR study on the$(+)-CC-1065d[GCGCAATTG*CGC]_2$ adduct ($^*$ indicates the drug alkylation site) showed that drag modification on N3 of guanine results in protonation of the cross-strand cytosine [Park, H-J.; Hurley, L. H. J. Am. Chem. Soc.1997, 119,629]. In this contribution we describe a further analysis of the NMR data sets together with restrained molecular dynamics. This study provides not only a solution structure of the (+)-CC-1065(N3- guanine) DNA duplex adduct but also new insight into the molecular basis for the sequence- specific interaction between (+)-CC-1065 and N3-guanine in the DNA duplex. On the basis of NOESY data, we propose that the narrow minor groove at the 7T8T step and conformational kinks at the junctions of 16C17A and 18A19T are both related to DNA bending in the drugDNA adduct. Analysis of the one-dimensional $^1H$ NMR (in $H_2O$) data and rMD trajectories strongly suggests that hydrogen bonding linkages between the 8-OH group of the (+)-CC-1065 A-sub-unit and the 9G10C phosphate via a water molecule are present. All the phenomena observed here in the (+)-CC-1065(N3-guanine) adduct at 5'$-AATTG^*$are reminiscent of those obtained from the studies on the (+)-CC-1065(N3-adenine) adduct at $5'-AGTTA^*$, suggesting that (+)-CC-1065 takes advantage of the conformational flexibility of the 5'-TPu step to entrap the bent structure required for the covalent bonding reaction. This study reveals a common molecular basis for (+)-CC-1065 alkylation at both $5'-TTG^*$ and $5'-TTA^*$, which involves a trapping out of sequence-dependent DNA conformational flexibility as well as sequence-dependent general acid and general base catalysis by duplex DNA.

• 국제물리치료학회지
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• 제8권1호
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• pp.1105-1113
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• 2017

The Purpose of this study was to determine the effects of sciatic nerve mobilization on pain and lower back muscle strength in female patients in their 40s who have been diagnosed with lumbar radiculopathy. Using a simple blinded method, 20 female patients with neuropathy in the nerve segments between L4-S1 were randomly divided into one group (n=10) that would undergo sciatic nerve mobilization, and another group (n=10) that would perform lower back segment stabilization exercises. The two groups attended 3 sessions per week, with each session taking 30 minutes, for a duration of 4 weeks. In the preliminary examinations, the pain index as well as the isometric muscle strength of the lower back extensor and flexor muscles were measured. After the passing of 4 weeks. The same method of measurement was used for the concluding examinations. Comparison of the pain indices in the two groups revealed that they both experienced a statistically significant decrease, and further inspection revealed that the there was a more substantial difference in the sciatic nerve mobilization group. Results of comparing changes in the Isometric Muscle Strength lower back muscle and bending muscle by group, In comparison between groups, the isometric strength of the lower back extensor showed a more significant difference in the sciatic nerve mobilization group (p <.05). Conclulsion, it can be inferred that application of sciatic nerve mobilization has a positive effect on the pain index and isometric muscle strength of the lower back in female patients with lumbar radiculopathy in their 40s.