• Journal of the Korea institute for structural maintenance and inspection
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• v.27 no.6
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• pp.62-69
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• 2023

Re-damage is frequently occurring for various reasons, including material factors, external factors, and factors caused by poor construction in concrete cross-section restoration work, so it is necessary to identify the cause and improve it. Cement-based materials are the most commonly used maintenance materials for concrete structures, and in particular, additional cross-sectional restoration work may be carried out due to re-damage such as cracks and excitement due to dry contraction of the repair material. In this study, a basic study was conducted to identify the characteristics of concrete while diversifying the maximum dimensions and assembly rate of thick aggregates to examine the effects of using thick aggregates in repair materials. As a result, the slump of concrete increased as the maximum size of thick aggregates increased, and the amount of air content was measured 1.88 to 2.35 times higher in the mixing using aggregates with a maximum aggregate size of 5 mm or more compared to the mixing group with a maximum aggregate size of 10 mm or more. It was found that compressive strength was greatly affected by the performance rate of thick aggregates. The compressive strength was measured the highest in the mixture using thick aggregates with the highest performance rate of 20 mm, and the compressive strength of the mixture with the lowest performance rate was more than 45%. As a result of the dry shrinkage measurement, the dry shrinkage was the lowest as the performance rate of the thick aggregate increased according to the change in the maximum dimensions and assembly rate of the thick aggregate, and the lowest performance rate was the largest in the mix. Through this study, it was confirmed that adjusting the particle size by diversifying the maximum dimensions and assembly rate of thick aggregates used in concrete structure repair materials can improve strength and workability and reduce dry shrinkage.

• Journal of the Korea Society of Computer and Information
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• v.14 no.1
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• pp.65-72
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• 2009

This study presents a structural design optimizing sizes of high-rise steel plane truss members by maximizing stiffness subjected to given volume constraints. The sizing optimum design is evaluated by using a well-known optimality criteria (OC) of gradient-based optimization methods. In typical size optimization methods, truss structures are optimized with respect to minimum weight with constraints on the value of some displacement and on the member stresses. The proposed method is an inversed size optimization process in comparisons with the typical size optimization methods since it maximizes stiffness associated with stresses or displacements subjected to volume constraints related to weight. The inversed approach is another alternative to classical size optimization methods in order to optimize members' sizes in truss structures. Numerical applications of a round shape steel pipe truss structure are studied to verify that the proposed maximum stiffness-based size optimization design is suitable for optimally developing truss members's sizes.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.914-918
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• 2012

본 연구는 유역의 침수특성치를 기준으로 하여 치수계획규모를 설정하는 방법을 연구한 것이다. 본 연구에서는 2010년 9월 21일 광화문 일대에 발생한 침수피해를 이용하여 XP-SWMM 2010 모형을 검증한 후 침수예상도를 산정하였다. 확률강우량은 Huff의 4분위법으로 분포시켰으며, 침수특성치(관로첨두유출량, 평균침수심, 특정지점의 최대침수심, 최대침수면적, 침수총량, 특정지점의 침수지속시간)를 기준한 유역치수계획규모를 설정하는 새로운 방법을 제시하였다. 모의 결과 출구점에서의 첨두유출량은 각 빈도별 최대값/최소값이 1.11~1.22로 거의 동일하게 구해지는 반면, 평균침수심, 특정지점의 최대침수심, 최대침수면적, 침수총량, 특정지점의 침수지속시간 등의 침수특성치는 1.59~7.44로 큰 차이를 보였다. 이와 같은 결과로, 유역 내에 발생하는 침수피해규모를 통한 임계지속시간이 계획규모설정에 더욱 적합하다 판단하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.4D
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• pp.577-584
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• 2011

A series of field and laboratory permeability tests were performed to investigate the pore-clogging phenomenon of porous concrete used for pavement materials of a road. The field permeability tests were conducted for 37 study points in Jeju city, using the porous concretes with 13mm of maximum coarse aggregate ($G_{max}$). The results show that the service life of porous concrete is about 22 months when the permeability of the porous concrete is designed for 0.01 cm/sec. Some specimens were made with the purpose of recreating pore-clogging phenomenon. Tests were done for injected concentration of pore-clogging materials or size of maximum coarse aggregates ($G_{max}$). The test results demonstrated that relatively long in service life experienced with small amount of injected concentration of pore-clogging materials, whereas relatively short in service life experienced with a reduction in size of maximum coarse aggregates ($G_{max}$). In conclusion, the service life of porous concrete is in proportion to the concentration of pore-clogging material but it is in inverse proportion to the size of maximum coarse aggregate ($G_{max}$). Thus, the persisting period of porous concrete can be determined with respect to concentration of pore-clogging materials or size of maximum coarse aggregates ($G_{max}$).

• Magazine of the Korea Concrete Institute
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• v.2 no.2
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• pp.81-92
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• 1990

Concrete, a mixed material, has heterogeniety, anisotrophy and nonlinearity. Therefore, in its 'racture analysis, it is more reasonable to evaluate its fracture toughness by applying the concept of 'racture mechanics rather than the strength concept. Up to the present the concepts of fracture mechanics which were applied to concrete have been divided into two main classes. The one is the concept of linear elastic fracture mechanics and the other is the concept of elastic-plastic fracture mechanics. But it has been pointed out that there are many problems and irrationalities in applying the concept of linear elastic fracture mechanics to concrete. In this study, the J -integral method and the COD method mainly used in the analysis of nonlinear fracture mechanics, were introduced and the three point bending test was carried out for investigating the effects of the variation of the maximum aggregate size and notch depth on the fracture behavior and the crack growth of concrete, and the relationships of fracture energy and crack opening displacement. According to the results of this study the more the maximum aggregate size and the notch depth increased, the more the nonlinearity of load-deflection behavior was remarkable. The increase of the coarse aggregate size created the more ductility of concrete. Thus concrete showed the more stable fracture. As for the path of the crack growth, the more the coarse aggregate size increased, the more it was irregulary deviated from the straight line but it was not almost affected by the variation of the notch depth. Also, the fracture energy increased according as the coarse aggregate size increased and the notch depth decreased.

• Restorative Dentistry and Endodontics
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• v.28 no.5
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• pp.409-418
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• 2003

본 연구는 치수 염증 시 IL-8과 MCP-1 분비에서 neuropeptide의 역할에 대해 관찰하고자 발거된 건전한 치아를 수직 파절시켜 치수조직을 채취하여 배양된 치수세포 및 혈관내피세포(ECV 304세포)를 각기 다른 농도의 Substance P(SP)로 12시간 자극하였고, 24시간 동안 4시간 간격으로 시간대별로 자극하였으며, 또 치수세포를 Calcitonin gene-related peptide (CGRP)로 12시간 자극하였다. 이들 세포를 SP길항제 (Spantide)로 15분간 차단한 후 SP로 12시간 재 자극하였으며, SP와 CGRP혼합액을 12시간 자극하였다. 상기의 실험 후 부유물로 ELISA를 시행하여 IL-8과 MCP-1의 분비 량을 측정하였다. 치수세포는 SP로 자극 시 IL-8이 현저히 증가한 반면, CGRP는 효과가 없었으며, SP와 CGRP를 혼합자극 시 시너지 효과 또한 없었고, Spantide는 치수세포의 IL-8과 MCP-1의 분비를 차단시켰다. 치수세포를 SP로 24시간 동안 4시간 간격으로 자극 시 8시간 후 최대의 IL-8은 분비량 나타내었으며, 8시간과 12시간 사이에서 최대의 MCP-1 분비량을 나타내었다. ECV 304세포를 SP로 자극 시 IL-8과 MCP-1 분비량이 미약하게 증가하였으며, Spantide는 ECV 304세포의 IL-8과 MCP-1 분비를 억제시켰다.

• River and Culture
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• v.2 no.4
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• pp.108-112
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• 2006

인간의 존엄성이 증대되고 이에 따라 행복추구권은 국민의 기본권리로 인식되고 있는 시점으로 전화하고 있고 가시적인 정량적평가외 정성적요소에 대한 평가가 곤란하므로 당연히 치수사업의 규모는 최선이 아닌 차선으로 당해지역에서 기왕에 발생한 최대값을 대상으로 하는 치수사업으로 전환이 절실하다 하겠다.

• Journal of the Korean Geotechnical Society
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• v.24 no.4
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• pp.47-55
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• 2008

This study was carried out to investigate and analyse the influence of maximum size of coarse aggregate and quality control of aggregate on the properties of shotcrete through the laboratory and field test. From the results of the test, as the maximum size of coarse aggregate decreased from 13 mm to 8 mm, plasticity property declined and compressive strength and dynamic modulus of elasticity of hardened concrete increased remarkably, so it was found that the aggregate size 8 mm was superior to 13, 10 mm in fluidity, constructability and durability. Therefore, it was advisable for well maximum size of coarse aggregate to apply to the 8mm aggregates through the Ready-mixed Method for quality control and minimum segregation.

• Journal of the korean academy of Pediatric Dentistry
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• v.30 no.3
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• pp.431-438
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• 2003

This study investigates pulp chamber temperature rise during composite resin polymerization by plasma arc(Group III : Flipo 3 sec, Group IV : Flipo 5 sec) and LED curing units(Group V : Lux-O-Max, 40 sec) as well as conventional halogen lamp curing units(Group I : VIP mode3, 20 sec, Group II : VIP mode6, 20 sec). The results are as follows : 1. All of the investigated pulp chamber temperature rises are lower than the boundary temperature could result in irreversible damage to the pulpal tissue ($5.5^{\circ}C$). 2. In the group II, it is found the significantly higher pulp chamber temperature rise than any other groups(p<0.05). 3. In the group of composite resin light-cured with VIP, it is found the significantly higher pulp chamber temperature rise in the group II than group I(p<0.05). 4. In the group of composite resin light-cured with Flipo, it is found the significantly higher pulp chamber temperature rise in the group IV than group III (p<0.05). 5. In the case of comparing VIP and Flipo, group II is significantly higher pulp chamber temperature rise than group III, IV(p<0.05), and group IV is significantly higher pulp chamber temperature rise than group I(p<0.05), and it does not significantly differ between group I and III. 6. In the group of composite resin light-cured with Lux-O-Max, it is found the significantly lower pulp chamber temperature rise than any other groups (p<0.05).

• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.1224-1229
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• 2007

최근 들어 기상이변으로 집중호우가 발생하여 막대한 홍수피해를 야기하고 있으며, 2003년 발생한 태풍 매미는 전국적으로 엄청난 피해를 유발하였다. 낙동강 유역에서는 이 기간동안 유입유량이 단기간에 집중적으로 유입하는 양상을 나타냈으며, 특히 남강유역 및 밀양강의 유입량 규모는 예년 홍수규모에 비해서 상당히 큰 유입량이 발생하여, 제방과 저수지가 붕괴되어 수많은 재산피해를 남겼다. 이에 건설교통부에서는 낙동강 유역종합치수계획을 수립, 검토하여 유역의 항구적인 수해방지를 위한 방안을 마련하고자 하였다. 본 연구에서는 낙동강 하구둑부근의 치수종합대책(안) 중 우안배수문의 확장방안($47.5{\times}9.2{\times}6$련)에 대하여 홍수위저감효과를 분석함으로써 향후 치수방재대책수립에 만전을 기하고자 하였다. 홍수위 저감효과 분석시 선정된 수리특성분석 모형으로는 유한요소법에 기반을 둔 RMA-2모형의 범용프로그램인 SMS 모형을 이용하였으며, 상류단의 경계조건으로는 유역종합치수계획과 동일한 200년빈도 설계홍수량 조건을 선정하였고, 보다 정확한 분석을 위해 낙동강 하구둑 하류 10km지점에 위치한 명지 조위관측소의 예측조위를 하류단의 경계조건으로 이용하였다. 분석결과 최대수위 발생시간은 대조기 창조시인 약 60시간 후이고, 하구둑 우안배수문을 확장할 경우 하구둑 내측수위가 최대 약 1.32m 저감되는 것으로 나타났다.