Tensile strength was investigated for hybrid bar (HYB), in this study. HYB is made of both steel reinforcement and glass fiber. Cross section of HYB has a shape in which steel reinforcement wrapped with glass fiber. For the production of HYB, rebar of SD400 class and glass fiber of E class are used as main materials. Vinyl ester resin is used to harden a glass fiber. In order to evaluate for tensile strength of HYB, the direct tensile test was performed about total ten specimens. The length of total specimens is 2,200 mm including the grip. Diameter of HYB according to core diameter was considered as a test variable. Direct tensile test for HYB was performed using a UTM with a capacity of maximum 1,000 kN. Tensile strength and strain were measured for each specimen during the test. From the test results, tensile strength and elastic modulus were 317 ~ 341 MPa, 103 ~ 107 GPa, respectively. Especially, elastic modulus of HYB was improved in comparison with usual GFRP bars such as the Aslan 100 or the V-rod.
To overcome shortcomings of fiber reinforced polymer (FRP), a hybridized FRP rebar was developed by the authors. This hybrid bar herein called “FRP Hybrid Bar” was fabricated by adopting advantages from two different materials, including glass fiber reinforced polymer (GFRP). Corrosion resistant characteristics of FRP Hybrid Bar were evaluated and the test results were explained in this paper. The use of the alternative reinforcement could allow concrete structures to extend life-span, to save maintenance and repair costs, etc. if the FRP Hybrid Bar was applied to RC structures located in a very corrosive environment, such as marina or harbor areas.
GFRP(Glass Fiber Reinforced Polymer Plastic) has a superior corrosion resistance, high specific strength/stiffness, etc. Therefore, such properties can be used to mitigate the problems associated with the use of conventional construction materials. In this study, the various rib and pitch distance of hybrid fiber GFRP bars were evaluated by experimental method. From the test result, thirty two types of FRP hybrid bars such as spiral and cross type with the dimension of rib geometry were fabricated. To evaluate the bond properties of them, direct pull-out test was performed. All testing procedures including specimen preparation, set-up of test equipment and measuring devices were made in accordance with the recommendations of ASTM D 7913. From the test results, it was found that cross type hybrid GFRP reinforcing bars showed the highest bond strength than that of the others due to the higher relative rib area.
Fiber-reinforced polymer (FRP) bars have advantages as a construction material, including corrosion resistance, lightweight and high tensile strength. However, FRP rebars have shortcomings, such as low elastic modulus comparing to the steel rebar. With these reasons, FRP bars have not been widely used to reinforced-concrete (RC) structures. To overcome these shortcomings, the steel-hybrid GFRP rebars were developed by the authors at Korea Institute of Civil Engineering and Building Technology (KICT). Mechanical properties of the developed steel-hybrid GFRP rebars were experimentally evaluated through this study. Both tensile and bonding tests were conducted and the mechanical performance was investigated as well as corrosion resistance. As a result of all tests, elastic modulus, tensile strength and boding strength of the steel-hybrid GFRP rebars were all improved in comparison with fully GFRP rebars.
본 연구는 소각시설을 규모별, 유형별로 평가하기 위하여 이행지표를 설정한 후 설문조사를 실시하였다. 설문대상 수는 2012년 기준 전국 184개 중 약 15%인 28개를 선정하였다. 규모별로 대규모 (≥100 t/d), 중규모(50~<100 t/d), 소규모(<50 t/d)로 나누고, 유형별로는 스토커, 열분해, 유동층으로 분류하였다. 이행지표는 기술성, 경제성, 환경성으로 대별한 후 각각 6개, 10개, 30개의 세부항목을 설정 하고 5등급으로 나누어 점수를 부과하였다. 평가결과 소각시설 규모별로는 기술성, 경제성, 환경성 평가 에서 모두 대규모 시설이 소규모 시설 보다 높은 점수를 받았으며, 종합점수에서도 동일한 경향을 나타 내어 소각시설의 규모가 증가할수록 더 높은 평가 점수를 받는 것을 알 수 있었다. 소각시설 유형별로 는 기술성, 경제성, 환경성을 종합 평가한 결과에서 스토커식(65.3점)이 유동상(59.0점) 및 열분해(58.3 점) 보다 우수한 평가결과를 나타내었다. 특히 소각시설 평가시 기술성, 경제성, 환경성 중 경제성에서 뚜렷한 차이를 나타내었다.
Pultruded fiber reinforced polymeric plastic (PFRP) has many advantages such as high corrosion resistance, high specific stength/stiffness, light weight, etc. Pultrusion is a manufacturing process for producing continuous lengths of reinforced polymeric structural shapes with constant cross-section. The mechanical property of PFRP is usually regarded as an orthotropic material. The pultruded structural shapes are usually composed of thin-walled plate element. Because the composite material has relatively low elastic moduli, the design of pultruded compression members may not be governed by the material strength limit state but by the stability limit state such as the local buckling. Therefore, the stability limit state must be checked to design pultruded thin-walled compression members. In this paper, we present the analytical study results of elastic buckling strength of PFRP orthotropic plates with different fiber volume ratios. The local buckling analysis of pultruded compression members was conducted for various composite materials using the closed-form solution. From the study it was found that if E11/E22 is increased then the plate buckling coefficient, hence the plate buckling strength, is decreased.
Pipe line for the water supply and/or drainage is one of the most important life lines which is usually suffered from the damage due to exterior load induced deformation and due to the lack of support resistance provided by the surrounding soil. GFRP (Glass Fiber Reinforced Polymer Plastic) pipes are generally thinner, lighter, but stronger than the existing concrete or steel pipes, and it is excellent in stiffness/strength per unit weight. In this study, we present the result of field test for buried RPMP (Reinforced Polymer Mortar Pipe) and RTRP (Reinforced Thermosetting Resin Pipe) pipes with 2,400mm diameter. The vertical and horizontal ring deflections are measured for 387 days. The ring deflection of RPMP and RTRP measured by the field test is compared with the ring deflection limitation (5%) according to ASTM D 2412.
본 연구는 실제 유류오염토양을 in situ 토양세정법으로 정화시 기술 적용성을 평가하기 위한 회분식 기초연구로 적정 계면활성제의 종류와 농도를 결정하고자 하였다. 증류수만의 진탕효과로 인한 TPH 제거는 약 30%이었으며, 계면활성제 희석시 사용되는 용액으로는 증류수를 사용한 경우에 비하여 지하수(해수 혼합)의 유입으로 인하여 약 2~6%의 효율저하가 나타났다. 토양과 계면활성제 용액비는 회분식 실험에서 TPH 제거효율에 미치는 영향이 미미하였다. 단독 또는 혼합 계면활성제 농도를 0.1~4.0 wt%까지 변화시켜 세정한 결과 종류별로는 Tween-80, SWA-1503, SWA-1503+SDS에서 평 균 제거율이 80% 이상으로 대체적으로 높은 효율을 보였으며, 농도에 따른 차이는 크지 않아 0.1 wt% 농도를 최적 농도로 판단하였다.
GRP pipe (Glass-fiber Reinforced Plastic Pipe) lines making use of FRP (Fiber Reinforced Plastic) are generally thinner, lighter, and stronger than the existing concrete or steel pipe lines, and it is excellent in stiffness/strength per unit weight. In this study, we present the result of field test for buried GRP pipes with large diameter(2,400mm). The vertical and horizontal ring deflections are measured for 387 days. The short-term deflection measured by the field test is compared with the result predicted by the Iowa formula. In addition, the long-term ring deflection is predicted by using the procedure suggested in ASTM D 5365(ANNEX) in the range of 40 to 60 years of service life of the pipe based on the experimental results. From the study, it was found that the long-term vertical and horizontal ring deflection up to 60 years is less than the 5% ring deflection limitation.
Prestressed concrete (PSC) is a method in which prestressed tendon is placed inside and/or outside the reinforced concrete member and the compressive force applied to the concrete in advance to enhance the engineering properties of concrete member which is weak under tension. In this paper we suggested the precast PSC girder assembled with segments of portable size and weight at the factory. The segments of precast PSC girder will be delivered and assembled as a unit of PSC girder at the site. Consequently, we suggested new-type of precast segmented PSC girder with different shapes of segment cross-section (i.e., I-shape, Box-shape). To mitigate the problems associated with the field splice between the segments of precast PSC girder anchor system is attached near the neutral axis of the girder and relatively uniform compression throughout the girder cross-section is applied. Prior to the experimental investigation, analytical investigation on the structural behavior of precast PSC girder was performed and the serviceability (deflection) and safety (strength) of the girder were confirmed. In addition, 4-point bending test on the girder was conducted to investigate the structural performance under bending. From the experimental investigation, it was found that the precast PSC girder spliced with 3 and 5 segments has sufficient in serviceability and safety conditions and it was also observed that the point where the segments spliced has no defects and the girder behaves as a unit.
PURPOSES : The key point of a multimodal LOS (level-of-service) evaluation system is that all of the modes are mutually associated to determine each mode’s LOS. For example, the LOS of the bicycle mode is measured based on not only bicycle volumes, but also automobile volumes. However, the Korea Highway Capacity Manual (KHCM) still focuses on the automobile mode in evaluating the LOS of the roads. Additionally, the KHCM’s LOS of the other modes, except for the automobile, is not consistent with actual road conditions. The KHCM, therefore, needs to develop and introduce a multimodal LOS system in order to evaluate the service conditions more accurately .
METHODS: As a preliminary step to the introduction of multimodal LOS research, in this study the current problem of the KHCM’s LOS system through a close review and comparison with other HCMs (highway capacity manuals) was identified. Secondly, a field survey and investigation of the urban streets to apply the HCM’s multimodal LOS system was conducted. Finally, a comparison analysis of the results of the HCM and KHCM LOS was performed.
RESULTS: In the study, it was found that the results of the LOS for the automobile mode did not show a significant difference between the HCM and KHCM. However, the LOS of the bicycle and pedestrian mode tended to be worse in the multimodal LOS system, which results from considering the effects of the automobile mode. Moreover, it was found that many cases have the potential to improve the overall LOS conditions, while reducing the automobile capacity.
CONCLUSIONS: With the introduction of the multimodal LOS system, road diet and complete streets can be easily applied to ans actual road improvement project. Ultimately, the multimodal LOS system should be introduced into the KHCM, which can then be applied to traffic impact studies and other road improvement projects for more accurate evaluations.
Due to the advantageous mechanical properties of the fiber reinforced polymeric plastics(FRP), their application in the construction industries is ever increasing trend, as a substitute of structural steel which is highly vulnerable under hazardous environmental conditions (i.e., corrosion, humidity, etc.). In this study, hybrid FRP-concrete composite pile (HCFFT) connection is suggested. The HCFFT is consisted of pultruded FRP unit module, filament wound FRP which is in the outside of mandrel composed of circular shaped assembly of pultruded FRP unit modules, and concrete which is casted inside of the circular tube shaped hybrid FRP pile. Therefore, pultruded FRP can increase the flexural load carrying capacity, filament wound FRP and concrete filled inside can increase axial load carrying capacity. In the study, connection capacity of HCFFT(small and mid size) is investigated throughout experiments and finite element method. From the results of experiments, we suggested the connection methods about HCFFT pile connection.
본 연구는 고상폐기물인 준설토와 혼합물질인 점토 및 유리프리트를 이용하여 기능성을 갖는 건축자재용으로의 재활용 가능성을 검토하고자 실시되었다. D항만 준설토의 중금속 함량은 Zn이 526.0~13,150.1 mg/kg의 범위를 나타내는 등 심한 오염상태이었다. 준설토(30P)의 주요 화학조성은 SiO₂(48.30 wt%), Al₂O₃(16.60 wt%), CaO(10.10 wt%), Fe₂O₃(7.75 wt%)이었으며, 점토는 SiO₂가 70.82 wt%, Al₂O₃ 18.78 wt%, 유리프리트는 SiO₂가 71.75 wt%, CaO 13.99 wt%, Na₂O 8.51 wt% 함유되어 있었다. 준설토를 점토에 10~40 wt% 첨가한 후 1,000℃와 1,100℃에서 소성한 시편의 압축 강도는 각각 132.6~178.5 kgf/cm2와 581.2~793.7 kgf/cm²이었다. 준설토가 40 wt% 첨가된 경우 (SC46) 1,100℃에서 소성한 경우가 793.7 kgf/cm²로 1,000℃에서 소성한 경우의 153.0 kgf/cm² 보다 5배 이상 높게 나타나 1,100℃ 온도가 소성에 더 적합한 것으로 판단되었으며, KS 1종벽돌 기준을 만족시켰다. 또한, 시편의 용출시험 결과 폐기물관리법상 지정폐기물 판정기준치를 크게 하회하는 것으로 나타났다.
Pile foundations constructed by the fiber reinforced polymer plastic piles have been used in coastal and oceanic regions in many countries. Generally, fiber reinforced polymer plastic piles are consisted of filament winding FRP which is used to wrap the outside of concrete pile to increase the axial load carrying capacity or pultruded FRP which is located in the core concrete to resist the bending moment arising due to eccentric loading. In this paper, the analytical procedures of hybrid concrete filled FRP tube flexural members are suggested based on the CFT design method. Moreover, the analytical results are compared with the experimental results to obtained by the previous researches. The results of comparison analyses are performed to estimate the accuracy of the analytical procedure for hybrid FRP-concrete composite compression test, members under eccentrical loading.
본 연구는 TNT 오염토양을 콤포스팅과 슬러리생물상으로 처리 후 형광미생물을 이용하여 독성을 평가하고자 실시되었으며, 운전기간은 각각 45일과 200일이었다. 콤포스팅 처리 후 C/N비 조절용으로 아세톤을 첨가한 경우의 GL값은 40으로 글루코오스를 첨가한 경우(GL 80)보다 낮아 독성이 더 많이 제거되었다. 혐기성, 혐기성/호기성, 그리고 호기성 조건의 슬러리생물상으로 처리 후 GL값은 각각 6, 8, 4로 나타나 독성이 거의 없는 수준까지 크게 감소하였다. GL값과 S. typhimurium 수의 상관도는 1차식으로 표현이 가능하였으며, 생물학적 처리에 따른 미생물독성과 돌연변이성 변화는 비교적 높은 상관도 (r > 0.8890)를 나타내었다.
The misuse case in the narrow sense is more likely to emerge in patent area than in copyright area. In fact, a recent case is easily found where a patent misuse activity got the penalty of Korean antitrust law even though such sanction was not related to Korean Civil Act. But almost all the civil cases since 2000Da69194 decision in Korean courts where patent misuse was recognized are no more than a blind following of the Japanese decision in the Kilby case. The recent Supreme Court Grand Bench Decision (2010Da95390) consolidated such a trend rather than redressed the problem.The misuse doctrine in this type of cases is just an artificial tool to block the enforcement of a registered patent which has inherently a ground for invalidation based on obviousness, without declaring the invalidity of the patent. However, this is hard to be treated as a true misuse of patent. In related practice, Korean courts have handled well so far the weakness of so-called two linear system dealing with patent dispute at least about novelty issue, without depending on the above artificial tool. In other words, with the help of plausible theories such as ‘exclusion of prior art’ principle, Korean courts have consistently denied validity of the related part in a registered patent even prior to declaratory judgment by Korea Intellectual Property Office. Therefore, it is possible for any Korean court to plainly recognize invalidity of a patent based on non-obviousness issue in a patent infringement litigation, by adopting the same approach. This approach is more appropriate than the other ambiguous compromise using the misuse doctrine just as a artificial tool. In addition, there should be harmonization of contradiction between 2010Da95390 decision and the other precedents adopting ‘exclusion of prior art’principle especially about which legal effect should follow such judgment.
HCFFT (Hybrid Concrete Filled FRP Tube) is consisted of pultruded FRP unit module, filament winding FRP which is in the outside of mandrel composed of circular shaped assembly of pultruded FRP unit modules, and concrete which is casted inside of the circular tube shaped hybrid FRP pile. The pultruded FRP can increase the flexural load carrying capacity and the filament winding FRP can provide the confinement for the concrete filled inside. The axial and flexural load carrying capacities of small diameter HCFFT piles were evaluated through the experimental and theoretical studies. In this study, we suggest the cross-section and manufacturing process of large diameter HCFFT pile which is expected to improve the quality and productibility of large diameter HCFFP pile.
최근 MS사에서 Kinect를 출시하면서. 기존 고가의 RGB-D 카메라 센서를 대신하고 또한 MS의 SDK와 다른 라이브러리를 통해서 쉽게 동작/공간 인식을 활용할 수 있어 다양한 연구에 활용되고 있다. 우리는 이 연구에서 공간 분석 알고리즘을 통해서 삼차원 공간을 재구성하고 적합한 텍스쳐 컨텐츠를 제작하여 RGB-D 센서와 프로젝터가 합쳐진 디스플레이 모듈을 통해 실제 객체에 텍스쳐를 투영하고 사용자와 상호 작용하는 놀이공간을 구성하였다. 이를 통해서 실제 객체의 고정된 텍스쳐를 확장하고 사용자와 반응하는 전시형 체험 공간에 활용가능 하다.
In this article, the cases for last one year related to copyright issues of the Korea’s contentsindustry are overviewed. Almost these cases are no more than lower court decisions because ofthe intrinsic nature of the contents copyright that it is usually more vulnerable to infringement andconsequently yields less compensation for a creator when compared to patents. These decisionsclarified that the key criteria for copyright protection of arguably original contents should bewhether others could work without the same or similar expression to that of the original creator’swork. Also, in establishing the legal requirements of content copyright infringement, the rulings areaffected by the U.S law in many aspect.However, some positions in the recent cases are unreasonable on the point as follows: Koreancourts in recent cases still insist on their past contradictory position about the copyright protectioneligibility of typeface itself and font software. The courts arguably take a negative attitude todevelop more suitable legal theories over the new internet environment when they tried to solvesome copyright disputes in online contents. When interpreting the legal effect of copyright trustagreement, a court didn’t appropriately consider the distinct feature of copyright. Even so, under the rapid transition of copyright ecosystem in which the Korea’s attitude havechanged from a passive posture of the past to a rather aggressive position for copyright protectionof the contents related to so-called Korean Culture Wave and the internet technology continuouslyevolved, the recent court judgments as a whole should be appraised as a faithful contributor tohitting the right balance which is required by Article 1, Korean Copyright Act.