• Journal of the Korean Recycled Construction Resources Institute
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• v.2 no.1
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• pp.1-9
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• 2014

In this paper, $CO_2$ amount is evaluated considering repairing timing and unit $CO_2$ amount per repair method including various stage of material manufacturing, moving, and construction. Four mix proportions with mineral admixture are considered and repairing timing/numbers are simulated based on the results from Life 365 which can handle chloride penetration. Furthermore two repair methods (simple cover concrete replacement and replacement with electro-chemical method for removing chloride content) are considered and the related $CO_2$ emissions are evaluated. From the study, the case with high W/B (water to binder ratio) ratio shows smaller $CO_2$ emission in construction stage but it increases more rapidly with increasing number of repair. $CO_2$ emission considering electro-chemical method greatly increases with the increasing unit $CO_2$ for the repairing method. The numbers of jumping step (repairing number) are evaluated to be 9 for WB37-OPC, 18 for WB50-OPC, 4 for WB40-SG, and 7 for WB47-SG respectively. RC structures with the longer maintenance free period are evaluated to be advantageous for saving $CO_2$ emission.

• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.1140-1144
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• 2007

모래하천과 자갈하천의 하중도에 성립한 식생을 분석하여 하천복원과 복원된 하천의 사후 관리에서 요구되는 생태정보를 구축하였다. 모래하천의 하중도에는 버드나무군락, 물억새군락, 산조풀군락, 속속이풀군락, 큰개여뀌군락, 밭뚝외풀군락 등이 성립하였다. 이러한 식생자료를 서열법으로 처리한 결과, 식물의 배열은 천이경향을 반영하였고, 하중도의 미지형에 의해 결정된 지하수위 높이가 천이단계를 지배하는 것으로 판단되었다. 모래하천인 용수천의 하중도에서 상류로부터 하류를 향해 식생의 분포는 버드나무군락-물억새군락-산조풀군락-속속이풀군락의 순서를 보였다. 우점종의 생활형에 따라 이들을 구분하면, 이 순서는 목본 식물군락-다년생 식물군락-1년생 식물군락의 순서를 보였다. 이러한 식생의 배열로부터 하중도는 하류 방향으로 새로 생성되고 있음을 알 수 있었다. 자갈하천의 하중도에는 발달단계가 다른 세 개의 소나무군락과 초지가 성립하였다. 소나무군락은 유령림, 성숙목과 유령목이 혼합된 복층림, 그리고 성숙림으로 이루어졌다. 초지는 쑥, 달뿌리풀, 환삼덩굴, 소나무 실생, 황철나무 등이 산재하는 밀도가 낮은 식생으로 이루어졌다. 이러한 식생자료를 서열법으로 처리한 결과 여기에서도 식생의 배열은 천이경향을 반영하였다. 천이단계를 지배하는 요인은 홍수에 밀려온 자갈의 피복율로 나타났다. 상류로부터 하류를 향해 식생의 분포는 초지, 소나무 유령림, 소나무 복층림 및 소나무 성숙림의 순서를 보였다. 이러한 식생의 배열로부터 하중도는 상류방향으로 새로 성립하고 있음을 알 수 있었다.변지역에 거주하는 주민의 역할이 중요하며, 이에 따라 보 철거 선정 체계는 보 철거를 위해서 보 주변 지역 거주민을 설득하며, 하천의 환경 개선을 위한 합리적인 대안 제시를 목적으로 하고 있다. 선정 체계를 바탕으로 주민 협의 및 대안 제시를 통해 결정된 대상 보는 선정 체계 안에서 보 철거 영향 판단 절차에 따라서 보 철거로 인한 수문, 수리, 지형, 수질, 생태 영향을 판단하게 되며, 이와 더불어 사회 경제적인 영향을 평가하게 된다. 평가결과에 따라서 보를 완전히 철거하거나 다른 대안을 고려하여 보를 부분적으로 철거하거나 개량하게 된다.곳으로 1/3의 자기 생산을 담당하고 있었다. $\ulcorner$경상도지리지$\lrcorner$(慶尙道地理志)에는 $\ulcorner$세종실록$\lrcorner$(世宗實錄) $\ulcorner$지리지$\lrcorner$(地理志)와 동년대에 동일한 목적으로 찬술되었음을 알 수 있다. $\ulcorner$경상도실록지리지$\lrcorner$(慶尙道實錄地理志)에는 $\ulcorner$세종실록$\lrcorner$(世宗實錄) $\ulcorner$지리지$\lrcorner$(地理志)와의 비교를 해보면 상 중 하품의 통합 9개소가 삭제되어 있고, $\ulcorner$동국여지승람$

• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.6
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• pp.188-197
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• 2010

This paper presents research result to study the change of structural capacity of reinforced concrete beams with various shear reinforcement ratios after damage by fire load. In addition, fundamental data are given in order to predict the strength variation of RC member due to fire damage by evaluating the previous calculation method codified in codes. Nine RC beam specimens were made and exposed to the fire controled by the standard fire curve. And the structural capacity was evaluated through a failure test under simple support condition. Previous code formula, ACI code and Eurocode were reviewed and used for the calculation of the strength of specimens damaged by fire. From the test, RC beam specimens exhibited very brittle failure when it exposed to fire controled by standard fire curve during more than one hour. And this failure pattern tended to be more serious when shear reinforcement ratio decreased or fire loading duration increased. From the evaluation of the calculation process in code, the change of strength due to fire can be properly predicted if the damage of materials is well defined.

• Journal of Dental Rehabilitation and Applied Science
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• v.29 no.2
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• pp.141-151
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• 2013

The nano-surface modification techniques could be classified; internal modifications which enhance surface roughness and porosity in nano level and external modifications as nano particle coating. Nano-modified implant surface has various morphograpies such as nanotube, nanopit, nanonodule and polymorphic structures. Creating surface depends upon preparation method and material, however, there is no standard preparation technique not yet. The nano-modified surfacet is electrochemically stable comparing with the surface modified in micron level. Nano-modified surface has little cytotoxicity, stimulates osteoblast proliferation and differentiation. Moreover, it decreases soft tissue intervention by interrupting the proliferation of fibroblast. Nanostructure has similar size and shape with cells and proteins, consequently leads to good biocompatibility and enhanced osseointegration. However, the actual effect in vivo is limited, due to the distance of effect. Even if nano-modified surface has antibiotic property due to photocatalysis, short duration time makes clinical application questionable. Further investigations should focus on the optimal nano-modified surface, which has many potentials.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.585-588
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• 2008

To predict the service life of reinforced concrete structures exposed to chloride environment, quantitative measures of material properties such as the critical chloride content for corrosion in concrete and the diffusion coefficient of chloride ions of concrete and the surface chloride content of the concrete are essential. However, it should be noted that they are influenced by several factors such as concrete mix proportions, cement type, and environmental conditions, etc. Thus, the purpose of this research is to estimate more actually the critical chloride content for corrosion of the reinforcing steel in concrete by field exposure experiment. For this purpose, the prism concrete test specimens were made for water-cement(W/C) ratios of 31%, 42%, 50%, and 70%, and then the field exposure experiment for them were conducted at Youngduk of the east coast for about 3 years. During the test, corrosion monitoring by half cell potential method was carried out to detect the time to initiation of corrosion for test specimens and its chloride content was evaluated by breaking the concrete test specimens when corrosion of the reinforcing steel in concrete was perceived. It was observed from the test results that the critical chloride content for corrosion of reinforcing steel in concrete would be dependent on W/C ratio and almost irrespective of concrete cover.

• Journal of the Korea Concrete Institute
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• v.25 no.2
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• pp.217-224
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• 2013

Design provisions for the development length of headed bars in ACI 318-08 include concrete compressive strength and yield strength of headed bars as design parameters but do not consider the effects of transvers reinforcement. In addition, they have very strict limitation for clear spacing and material strengths because these provisions were developed based on limited tests. In this study, splice tests using SD600 headed bars with $2d_b$ clear spacing and transverse reinforcement were conducted. Test results show that unconfined specimens failed due to prying action and bottom cover concrete prematurely spalled. The contribution of head bearing on the anchorage strength is only 15% on average implying that unconfined specimens failed before the head bearing was not sufficiently developed. Confined specimens with stirrups placed along whole splice length have enhanced strengths in bearing as well as bond because the stirrups prevented prying action and improved bond capacity. Bond failure occurred in locally confined specimens where stirrups were placed only at the ends of splice length. The stirrups at ends of splice lengths can prevent prying action but the bond capacity did not increase. From regression analysis of test results, an equation to predict anchorage strength of headed bars was developed. The proposed equation consists of bond and bearing contributions and includes transverse reinforcement index. The average ratio of tests to predictions is 1.0 with coefficient of variation of 6%.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.37 no.1
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• pp.1-7
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• 2017

In general, the large loads which are applied from explosion, impact, earthquake and wind at a short time caused the materials of structures to large deformations, rotations and strains locally. If such phenomena will be analyzed, hydrocodes which can be considered fluid-structure interaction under computational continuum mechanics are inevitably needed. Also, the explosion mechanism is so complicated, it is reasonable that the behaviors of structure are predicted through explosion analyses and experiment at the same time. But, unfortunately, it is true that explosion experiments are limited to huge cost, large experiment facilities and safety problems. Therefore, in this study, it is shown that the results of explosion analyses using the AUTODYN are agreed with those of existing explosion experiments for reinforced concrete slabs within reasonable error limits. And the explosion damage of the same reinforced concrete slab are assessed for quite different reinforcement arrangement spacings, concrete cover depths, and vertical reinforcements. From the explosion analyses, it is known that the more the ratio of slab thickness to reinforcement arrangement spacing is increased, and small-diameter reinforcements are used than large-diameter reinforcements on the same reinforcement ratio, and vertical reinforcements are used, the more the anti-knock capacities are improved.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 1997.11a
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• pp.35-36
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• 1997

복합재는 강도가 높고 가볍기 때문에 최근 로켓의 연소관으로 널리 사용되고 있다. 그런데 이 복합재 로켓 연소관은 제조 후 대기 환경에 장기적으로 노출되어 있기 때문에 금속 연소관과는 달리 온도 또는 습도 등의 환경에 대한 영향을 고려해야 한다. 더구나 연소관은 내부에 추진제가 충전되어 있으므로 추진제의 기계적 특성이 습도에 민감함을 생각할 때 강도뿐만 아니라 습기의 투과도 또한 매우 중요한 고려 요소가 된다. 그러나 온/습도 변화에 따른 복합재 자체의 재료 특성 변화에 대한 연구는 많이 보고되었으나 습기의 투과 정도에 관한 연구는 자료가 미흡한 실정이다. 한편, 포화 함수율은 복합재에 따라서 차이가 있으나 T300/5208의 경우 문헌을 참조하면 20-$50^{\circ}C$에서 복합재 무게의 약 1.5% 정도이며 포화에 걸리는 시간은 약 100일 정도로 나타나 있다.본 연구에서는 수분이 복합재를 통하여 투과되는 정도를 고찰하기 위하여 $20^{\circ}C$,95%RH의 온/습도를 유지하는 수조를 제작하였고, 이 수조내에 보관한 복합재 연소관의 실린더 벽면으로 투과되는 습기를 측정하기 위하여 연소관 내에 습도 센서를 투입하여 상대습도를 직접 측정하였다. 복합재 연소관이 로켓에 사용될 때는 연소관 외부에 페인트로 피막 처리하고 연소관 내부에도 추진제와의 사이에 라이너가 접착되어 있어서 수분 침투 및 온도 등의 외부 환경조건에 견디기에 더 양호한 조건이나 본 연구에서는 복합재 자체의 특성을 고찰하기 위하여 섬유를 에폭시에 함침시켜 winding한 상태 그대로의 복합재 연소관 시료를 사용하였다. 습기의 투과는 내부에 라이너/인슐레이션이 피복되거나 또는 추진제가 충전된 경우 많은 감소효과를 보였다. 순수 복합재 연소관의 경우 수조에 넣고 평형에 도달한 후로부터 약 8개월의 습기 투과 상태를 볼대 벽면을 통하여 들어가는 water vapor flux는 $20^{\circ}C$,95%RH 에서 평균적으로 9.3163$\times$$10^{-8}$g/$m^2$sec로 나타났다. 이때 습기가 투과되는 연소관이 국지점을 평판으로 가정하고 Fick's law를 이용하여 구한 습기에 대한 복합재의 확산계수는 D=2.5$\times$$10^{-6}$$mm^2$sec였으며, 이는 다른 graphite/epixy 복합재의 확산계수와 유사한 값을 나타내고 있다. 또한 추진제가 충전된 연소관을 절단하여 밀폐한 후 95%RH 습도 조건에 보관함으로써 연소관 내부의 추진제 기계적 특성에 미치는 침투된 습기의 영향도 함께 고찰하였다. 추진제에 따라 차이는 있겠으나 추진제가 충전된 연소관은 순수 복합재 연소관에 비해 습기의 투과 정도가 작으며, 본 연소관에 충전된 RDX/AP계 추진제의 경우 추진제의 습기투과에 의한 추진제 물성 변화는 미미한 것으로 나타났다.

• The Journal of Korean Academy of Prosthodontics
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• v.48 no.1
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• pp.61-68
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• 2010

Purpose: This article attempted to determine the factors affecting the preload and screw loosening. Methods: Available clinical studies from 1981 to 2008 from the PUBMED that presented screw loosening data and review articles regarding screw joint stability were evaluated. Eleven studies dealing the biomechanical principles of the screw mechanics were reviewed. Moreover, the results of our data were included. Results: The frequency of screw loosening was consequently reduced due to the advancement in torque tightening with torque wrench, screw material, coating technique for reducing the frictional force, and thread design, etc. If preload in the screw falls below a critical level, joint stability may be compromised, and the screw joint may fail clinically. The types of fatigue failure of screw were divided to adhesive wear, plastic deformation, and screw fracture. Conclusion: An optimum preload is essential to the success of the implant-abutment complex. To maintain optimum preload, using a torque wrench and re-tightening at recall time were needed.

• KOREAN JOURNAL OF CROP SCIENCE
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• v.28 no.2
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• pp.202-210
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• 1983

These experiments were conducted to study the relationship among agronomic traits, varietal variation of grain-filling periods and the effect of environmental conditions on the grain-filling in the ten selected barley cultivars. The varietal variation of grain-filling periods was of significance: Tokak had the similar increment in both greenhouse and field plot, Suweon two row was believed to be an cultivar with short grainfilling period. Cultivars with higher grain-filling rates tended to. have significantly lower ash content. Ash content of a cultivar tended to be lower when grown under favorable condition. At maturity, the time of development of yellow or dark pigment at the crease base could be a possible criterion for physiological maturity determination. However, this requires further study. Average grain-filling period in the different conditions was constant, but varietal differences were 9 days in the greenhouse and 5 days in the field. The grain moisture content was not constant in accordance to both cultivars and growing conditions. Average accelerated days for heading and ripening periods were very constant in comparision with field and vinyl mulching suggests that the selected materials will be useful for genetic study on grain-filling periods. The cultivars and grown conditions with higher accumulated temperature per $100^{\circ}C$ from early grain-filling had larger grain-filling rates and heavier 1000 grain weight. This study showed that if the variation among and within cultivars is to be minimized, the greenhouse and vinyl mulching plots could be useful for genetic study on grain-filling periods in $BC_1$ and $F_2$ segregation.