The electroconvection generated on the surface of an ion exchange membrane (IEM) is closely related to the electrical/ chemical characteristics or topology of the IEM. In particular, when non-conductive regions are mixed on the surface of the IEM, it can have a great influence on the transfer of ions and the formation of nonlinear electroconvective vortices, so more theoretical and experimental studies are necessary. Here, we present a novel method for creating microscale non-conductive patterns on the IEM surface by laser ablation, and successfully visualize microscale vortices on the surface modified IEM. Microscale (~300 μm) patterns were fabricated by applying UV nanosecond laser processing to the non-conductive film, and were transferred to the surface of the IEM. In addition, UV nanosecond laser process parameters were investigated for obvious micro-pattern production, and operating conditions were optimized, such as minimizing the heat-affected zone. Through this study, we found that non-conductive patterns on the IEM surface could affect the generation and growth of electroconvective vortices. The experimental results provided in our study are expected to be a good reference for research related to the surface modification of IEMs, and are expected to be helpful for new engineering applications of electroconvective vortices using a non-conductive patterned IEM.

The electromembrane process, which has advantages such as scalability, sustainability, and eco-friendliness, is used in renewable energy fields such as fuel cells and reverse electrodialysis power generation. Most of the research to visualize the internal flow in the electromembrane process has mainly been conducted on heterogeneous ion exchange membranes, because of the non-uniform swelling characteristics of the homogeneous membrane. In this study, we successfully visualize the electroconvective vortices near the Nafion homogeneous membrane in PDMS-based microfluidic devices. To reinforce the mechanical rigidity and minimize the non-uniform swelling characteristics of the homogeneous membrane, a newly developed swelling supporter was additionally adapted to the Nafion membrane. Thus, a clear image of electroconvective vortices near the Nafion membrane could be obtained and visualized. As a result, we observed that the heterogeneous membrane has relatively stronger electroconvective vortices compared to the Nafion homogeneous membranes. Regarding electrical response, the Nafion membrane has a higher limiting current and less overlimiting current compared to the heterogeneous membrane. Based on our visualization, it is assumed that the heterogeneous membrane has more activated electroconvective vortices, which lower electrical resistance in the overlimiting current regime. We anticipate that this work can contribute to the fundamental understanding of the ion transport characteristics depending on the homogeneity of ion exchange membranes.

본 논문은 넓은 보의 전단강도를 대상으로 한 실험적 평가에 대해 기술하였다. 본 논문의 실험을 통해 넓은 보에 횡방향 단면에서 GFRP 판의 보강개수와 종방향 전단보강 간격, 그리고 유효깊이가 전단강도에 끼치는 영향에 관하여 연구하였다. 총 7개의 시험체에 유공형 GFRP 판 형태로 전단보강재를 보강하여 전단성능 실험을 실시하였다. 본 논문에 기재된 전단보강재는 유공형 판 형태로 제작되어 타설 시 콘크리트의 유동성을 증가시켜 보강재와 콘크리트의 부착력을 향상시켰다. 7개 시험체의 주 변수로는 전단보강재의 횡방향 단면에 대한 판의 보강개수와 종방향 전단보강 간격, 그리고 유효깊이로 정하였다. 시험체의 균열 및 파괴 양상, 변형률과 전단강도비를 분석하였다. GFRP판으로 전단보강된 넓은 보의 전단강도는 ACI 318-11 기준으로 산정되었다. 실험의 결과를 통해 유공형 GFRP 판이 전단보강재로서 넓은 보에 효과적으로 적용됨을 확인하였다.

본 논문에서는 유공형 강판의 횡방향 보강간격에 따른 넓은 보의 전단성능을 실험적으로 평가하기 위하여 횡방향 전단보강 간격과 넓은 보의 유효깊이를 변수로 고려하였다. 시험체는 총 8개로 유공형 강판으로 전단보강한 시험체가 5개, 무보강 시험체가 3개이다. 균열 및 파괴유형, 변형률과 하중-변위 곡선을 분석하였다. 유공형 전단보강재의 전단강도 기여분을 분석하고, 횡방향 전단보강의 최대간격을 제안하였다. 횡방향 전단보강 개수가 2개인 시험체에 비해 3개인 시험체에서 전단강도가 크게 나타났으며 유효깊이가 증가할수록 전단강도가 크게 나타났다.

본 연구에서는 프리스트레스트 콘크리트 보의 처짐 예측을 위해 재료비선형이 고려된 콘크리트 및 철근, 강연선의 거동을 고려할 수 있는 구성모델을 조합하여 적층 쉘 요소를 사용한 유한요소해석 모델에 적용하였다. 이를 기존 연구자들의 실험결과와 비교함으로써 모델의 타당성을 검증하였고, 스팬-깊이비, 편심 그리고 프리스트레싱 크기에 대한 처짐을 해석하고 이를 수계산 결과와 비교하였다. 그 결과, 스팬-깊이비가 커질수록, 편심이 작아질수록, 프리스트레싱 크기가 작아질수록 처짐이 증가하는 것을 확인하였다. 또한, 편심이 매우 작을 경우와 프리스트레싱 크기가 매우 작을 경우에는 수계산이 처짐을 과대평가한다는 것을 확인하였다.

본 논문에서는 유공형 형상의 GFRP 판으로 전단 보강된 플랫 플레이트의 전단거동을 실험을 통해 평가하였다. GFRP 판은 개구부가 있는 판의 형태로서 콘크리트와의 일체화 거동을 위하여 콘크리트에 매립하여 시공하였다. GFRP 판으로 전단보강된 플랫 플레이트의 전단 성능 실험을 위하여 총 7개의 시험체에 대한 전단 실험을 수행하였다. 실험 변수로는 전단 보강량, 전단 보강 간격을 선정하였다. GFRP 판의 전단 보강량에 따른 비교결과, 전단 보강량이 증가할수록 전단강도도 증가하는 결과를 보여주었다. GFRP 전단 보강 간격에 따른 비교결과, 전단 보강 간격이 0.3d 일 때 가장 높은 전단강도를 확인하였다. 실험결과를 바탕으로 KCI에서 제시하고 있는 전단강도식을 수정하여 GFRP 판에 적용이 가능한지 평가하였다.

This study is part of a study on the maintenance method reflecting characteristics of PSC box girders. The top slab deterioration and damage cases occurred in PSC box girder bridges were investigated and analyzed. Finally, it is aimed to be used as basic reference of maintenance plan establishment.

This Prospect and Technological Prediction established a strategy system for '2050 Future Highway' to propose the direction of the overall development of highway industry and technology and to secure sustainability. It set future tasks to be implemented in the '2050 Future Highway' suitable for the strategy, materialize detailed measures and identify promising future technology. Also, promising future technologies were evaluated for the possibility of successful technological development, creative innovation, significance of each technological element (comprehensive) and the need for governmental investment based on the Delphi research, and from this, top 50 technologies were selected by considering the balance between tasks for future vision system.

The purpose of this experimental study is to develop an waterborne silicon acrylic top finishing material of car parks. The gas toxicity test was conducted in order to provide fundamental data for developing the material by implementing modified polyamide resin. The outcomes were satisfied by the quality standard regarding elapsed mean stop times of mice which is prescribed in KS F 2271. As conclusion, this study confirmed that the developed finishing material could be an optimum material capable of applying for car parks’ deck.

There are more than 9,300 bridges on the highway, of which about 34%(3,150) are PSCI bridges. The safety of these bridges is directly influenced by the tensile strength of the internal tendons(strand) and the strength of the concrete compared to the reinforcing bars from the design viewpoint. Therefore, in this paper, for the maintenance plan considering the damage of the internal tendons, the internal tendon cutting and truck loading test was conducted and deflection and appearance status change was analyzed. As a result of the test, deflection increased and flexural cracks occurred on center of the girder. And longitudinal direction cracks followed tendon placement occurred on a bottom flange.

In this study, the severing tests of prestressing steel in old PSCI bridges were carried out. The behavior of the bridge is investigated by measuring the displacement and strain at midpoints of severing girder. The effects of severing some prestressing steel were not noticeable enough to be visible.

In this study, the grouting condition and the corrosion of prestressing steel in old PSCI bridges were investigated. There are many places where the construction quality of the grout is poor to prevent the corrosion of prestressing steel. Partial surface corrosion was found regardless of the construction condition of the grout.

Post-tension system was applied most PSC bridges in Korea. Also Grouting was applied to prevent corrosion of the strand. For this reason, it is difficult to inspection the condition of the strand after completion. Therefore, in this paper, the Nondestructive testings(NDTs) developed at domestic and foreign was investigated. In addition, the current level and limit of the NDTs were analyzed considering the existing bridge environment. As a result of the study, Strand condition inspection using NDTs have been analyzed to have technical and environmental limitations.

The purpose of this experimental study is to develop the waterborne silicon acrylic surface finishing material of parking lots. Pollutant emission test was conducted in order to give a guide datum for developing the material by implementing modified polyamide resin. As a result, specimens satisfied with the quality standard regarding TVOc, HCHO, Toluene which is prescribed in KS F4937. As conclusion, this study confirmed that the developed finishing material could be an optimized surface finishing material usable for parking lot floor.

The purpose of this experimental study is to develop the waterborne silicon acrylic surface finishing material of parking lots. Adhesion strength experiment was conducted in order to enhance performance of the finishing material by adopting modified polyamide resin. The results qualified the standard regarding bond strength which is prescribed in KS F 4937. They are confirmed that the strength tend to increase as the amount of polyamide increased and could be an optimum surface finishing material applicable for parking lot floor.

The bridge coping part may cause cracking due to over-loading of superstructures. And the external prestressing method is a typical reinforcement method for a crack of coping. However, in case of design and construction error, it is difficult to expect sufficient reinforcement effect and reinforcement coping part may be damaged. For this reason, in this paper, The damage case of the coping with external prestressing method was introduced and the cause of the damage of anchorage zone was analyzed. As a result of the analysis, the cause of the damage of the anchorage zone was due to the shortage of bolt anchorage length. Also, as a result of simple calculation, the anchorage length of the bolt did not satisfy the pullout force that was occurred by the moment.

The existing domestic bridge has become deterioration with the increase of bridges to be managed. Therefore appropriate maintenance such as an inspection, diagnosis, repair, and rehabilitation is required to extend the service life of the bridge. The domestic and international cases of the maintenance budget for bridges were investigated and analyzed. As a result, surveyed countries represent maintenance cost as only accounting values without clear and accurate categorized maintenance items.

A lot of bridges have been built with economic growth and national development for a long time. The existing domestic bridge has been become deterioration with the increase of the quantity management. Therefore appropriate maintenance such as an inspection, diagnosis, repair, and rehabilitation is required to extend the service life of the bridge. The domestic and international cases of the maintenance for inspection personnel were investigated and analyzed. As a result, there was hardly clear and accurate criteria about inspection personnel but Denmark. However, the qualification and competence of the team members have been presented.

Recently, according to reinforced concrete is corroded by various environment, durability and stability of structures is decreasing and maintenance cost is increasing. Therefore, in order to supplement the reinforced concrete fault, the new member development called TRC was on the rise and accordingly, on trend of research was analyzed.

최근 교량의 노후화에 따른 유지관리 활동이 교통체증, 환경오염, 막대한 비용의 소모로 인하여 어려움을 겪으면서 조립식교량 공 법을 이용하는 모듈러 교량 연구가 진행 중이다. 본 연구는 모듈러 교량과 관련된 연구의 일환으로 연결부를 가지는 1방향 모듈러 슬래브를 대 상으로 반복하중 재하시 단면2차모멘트의 변화를 분석하고 콘크리트구조기준의 유효단면2차모멘트 식과 비교하였다. 반복하중 재하 실험을 위하여 일체형, 모듈러 실험체 각각 1개씩을 제작하였다. 실험결과, 모듈러 실험체는 일체형 실험체의 비슷한 휨 성능을 가지고 있었으나, 극한 변위는 20% 부족한 모습을 보였다. 반복하중 재하 실험에서는 모듈러 실험체는 일체형 실험체와는 상이한 처짐 거동을 보였고 단면2차모멘트 의 변화가 상이하였다. 또한 콘크리트구조기준의 유효단면2차모멘트 계산식은 모듈러 슬래브의 단면2차모멘트를 적절히 반영하지 못하고 있 음을 확인하였고, 실험값을 기반으로 하중과 균열모멘트의 비율을 새로운 값인 4.53을 구하였다.