• Journal of the Korea Concrete Institute
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• v.22 no.2
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• pp.255-262
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• 2010

The purpose of this study is to provide preliminary data on chloride diffusion of lightweight aggregate concrete containing crushed stone-powder. Accordingly, the study performed experiments using concrete aggregates of Crushed Aggregate (CG), Single-sized Lightweight Aggregate (SLG), Continuous Graded Lightweight Aggregate (CLG), and using water-binder ratio of 0.4, 0.5, 0.6, and using binder of FA and BFS. The chloride diffusion coefficient is calculated according to the NT BUILD 492. Diffusion coefficient of SLG and CLG were higher than that of CG concrete, but the difference was not significant. Also, chloride diffusion coefficient data indicated that it was highly affected by water-binder ratio, and it decreased with the decrease in waterbinder ratio. The admixture substitution of FA15% was effective in decreasing the diffusion coefficient only with water-binder ratio of 0.4 while admixture substitution of FA10+BFS20% was effective with all levels of water-binder ratio. The result of study shows lightweight aggregate concrete containing crushed stone-powder has slightly higher chloride diffusion coefficient than CG concrete, but the difference is not significant such that it can be overcome by adjusting water-binder ratio and admixture substitution. In addition, the data indicate the chloride diffusion coefficient of lightweight aggregate concrete can be estimated from the strength of lightweight aggregate.

• Journal of the Korea Concrete Institute
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• v.25 no.2
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• pp.187-194
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• 2013

Fiber reinforced polymer (FRP) has been gathering interest from designers and engineers for its possible usage as a replacement reinforcement of a steel reinforcing bar due to its advantageous characteristics such as high tensile strength, non-corrosive material, etc. Since it is manufactured with various contents ratios, fiber types, and shapes without any general specification, test results for concrete members reinforced with these FRP reinforcing bars could not be systematically used. Moreover, since investigations for FRP reinforced members have mainly focused on short-term behavior, the purpose of this study is to evaluate long-term behaviors of glass FRP (GFRP) reinforcing bar and concrete beams reinforced with GFRP. In this paper, test results of tensile and bond performance of GFRP reinforcing bar and creep behavior are presented. In the creep tests, results showed that 100 years of service time can be secured when sustained load level is below 55% of tensile strength of GFRP reinforcing bar. A modification factor of 0.73 used to calculate long-term deflection of GFRP reinforced beams was acquired from the creep tests for GFRP reinforced concrete beams. It is expected that these test results would give more useful information for design of FRP reinforced members.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.28 no.5
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• pp.511-521
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• 2015

The thermal bridge occurring in a building influences its thermal performance and durability. The domestic typical multi-unit residential buildings suffer thermal losses resulting from thermal bridges of the balcony slab. To minimize the thermal loss between inside and outside of the balcony slab, thermal bridge breaker(TBB) systems have been developed and applied in building construction. Although thermal bridge breaker systems for reinforced concrete(RC) wall-slab joints can improve the thermal performance of a building, it is necessary to verify the structural performance of TBB systems whether they provide proper resistance for cyclic loading. In order to investigate the structural characteristics of TBB systems embedded in RC slabs, cyclic tests of wall-slab joints were performed by applying two reversed cycles at each up to 30 cycles. The test results show that the RC slabs embedding TBBS systems can present excellent structural performance and the maximum moment capacity, energy dissipation capacity and ductility of TBBs systems are enhanced compared to those of the typical RC slabs.

• Journal of the Korea Institute of Building Construction
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• v.15 no.3
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• pp.265-271
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• 2015

This study is intended to produce a PC (Precast Concrete) member without a steam curing process in developing the high early strength concrete satisfying the condition of 10MPa in compressive strength at the age of 6 hours, and is intended to ensure economic feasibility by increasing the turnover rate of concrete form. Hence, high early strength cement with high $C_3S$ content and the hardening accelerator of powder type accelerating the hydration of $C_3S$ was used. And the properties of concrete were evaluated according to the hardening accelerator mixing ratio (0, 1.2, 1.6, 2.0). No big difference was found from the tests of both slump and air content. When 1.6 % or higher amounts of the hardening accelerator were mixed, the compressive strength of 10MPa was achieved at the age of 6 hours. From the test results of autogenous (drying) shrinkage and plastic shrinkage, it can be seen that there was a difference according to hydration reaction rate due to the addition of the hardening accelerator. However, it was shown that no problem arose with crack and durability. And it was shown that resistance to freezing-thawing, carbonation, and penetration were excellent.

• Journal of the Korea Institute of Building Construction
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• v.18 no.3
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• pp.203-210
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• 2018

Corrosion of the rebar is one of the main factors affecting the durability of reinforced concrete in the world which lead to the failure of the reinforced concrete structures. In this research, a new method of fixing $CO_2$ is practiced to improve the carbonation resistance of the concrete. Brucite($Mg(OH)_2$), a kind of common $CO_2$ fixation materials, was added into ordinary Portland cement paste. Samples containing 0%, 5%, 10%, and 15% $Mg(OH)_2$ were exposed to an accelerated carbonation curing regime with 20% concentration of $CO_2$, 60% relative humidity, and a temperature of $20^{\circ}C$ until tested at 3d, 7d, 14d and 28d. After 28d of $CO_2$ accelerated curing, in the paste containing $Mg(OH)_2$, magnesian calcite was detected by SEM-EDX. Meanwhile, the paste containing $Mg(OH)_2$ exhibit the better pore distribution than ordinary Portland cement paste and the compressive strength of the cement paste containing $Mg(OH)_2$ were more than 50Mpa.

• Korean Journal of Construction Engineering and Management
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• v.10 no.5
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• pp.123-134
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• 2009

Since 1970s, urethane waterproofing method is broadly used in rooftops, underground spaces, and sports stadium for its outstanding ultraviolet blockage, watertightness, and elasticity. However, development of slippage-resistance and endurance, improvement of function considering convenience and visually pleasing of users, urethane waterproofing method is necessary, since rooftops and underground spaces have slippage and external force risks. Therefore, many improved waterproofing methods are being developed and, recently, embo-thane waterproofing method, which applies embo-spray coating system, has been developed. This paper explains exposure, nonexposure, and floor-material of embo-thane waterproofing method, and then perform experimental study for comparison with urethane waterproofing method about tensile strength, coefficient of expansion, performance of bond, anti-abrasion, and slippage-resistance. In addition, the performance index was presented for the superiority of embo-thane waterproofing method compared to urethane by setting up evaluation criteria considering not only physical performance but also design side of embo-thane waterproofing method, and Value Analysis applying AHP. Also for an assessment considering uncertain result, Monte Carlo Simulation Method was used to operate reliability analysis through statistic approach method.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.5
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• pp.709-716
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• 2016

Recently, the operating conditions of the various mechanical structures have become more severe and the running time has become longer as the development of plant equipment increases with the introduction of high technology. Thus, the reliability of the system and its accessories is becoming a problem. Normally, synthetic natural gas (SNG) plants use 1.25Cr-0.5Mo or 2.25Cr-1Mo heat resistant steel according to the operating conditions. In this study, a lab-scale reactor was set up using 1.25Cr-0.5Mo steel, in order to carry out corrosion tests for producing synthetic natural gas. The corrosive characteristics were investigated under 1st-methanator operating conditions and fundamental data about the durability and reliability were obtained by using the experimental test. The analysis of results obtained on the durability of the reactor under emission and injection compositions showed that the hydrogen embrittlement caused by hydrogen and the oxidation corrosion caused by H2O had the most effect on the durability of 1.25Cr-0.5Mo steel in the SNG reactor. However, the hydrogen embrittlement and oxidation corrosion occurred simultaneously under emission conditions, so that the corrosion of the material increased suddenly after a long operating time. Besides, the corrosion of the 1.25Cr-0.5Mo steel under the injection composition was faster than that under the emission composition.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.4
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• pp.136-143
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• 2016

There are various method for evaluating the durability life of concrete structures due to salt damage. The best way is to perform a corrosion test for a rebar embedded in concrete specimen was exposure to marine environment. However, this method has the disadvantage that it takes a long period of time. Also, accelerated corrosion test which was complemented complements the time-consuming weakness is limited to apply because it could not reveal a correlation between long-term exposure test. Accordingly, the purpose of this study is to derive a correlation coefficient between cycle drying-wetting accelerated corrosion test and long-term exposure test. Corrosion initiation time was measured in four types of concrete samples, i.e., two samples mixed with fly ash(FA) and blast furnace slag(BS), and the other two samples having two water/cement ratio(W/C = 0.6, 0.35) without admixture(OPC 60 and OPC 35). The accelerated corrosion test was carried out by two case, i.e., one is a cyclic drying-wetting method(case 1), and the other is a artificial seawater ponding test method(case 2). Whether corrosion occurs, it was measures using half-cell potential method. The results indicated that case 1 is to accelerated the corrosion of rebar about 24~36% as compared with case 2, then the corrosion of rebar embedded in concrete occurred according to the order of OPC60, FA, BS, OPC35. Correlation coefficient between accelerated corrosion test and long-term exposure test, case 1 is 4.23 to 5.42, and case 2 is 6.54 to 7.82.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.19 no.6
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• pp.1-8
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• 2018

FRP is a new material that is light, has high strength and high durability, and is emerging as a third construction material inside and outside of countries. However, very few studies have been done on curved FRP construction materials that can be used for tunnels or arched bridges. Because a small composite panel specimen is smaller than a full-size specimen, it can be used in a variety of experiments under different conditions. Therefore, in this study, experiments were performed on a void section, a solid section, a connected solid section, and a sand-coating solid section. The results of the experiment show that the connection of composite curved panels with longitudinal connections provides almost equivalent performance to that of a single panel. However, it is necessary to strengthen the connections, since the connections that are most susceptible to damage will break first.

• Proceedings of the Korean Vacuum Society Conference
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• 2013.08a
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• pp.185-185
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• 2013

최근 의료 영상 센서는 급속도로 발전을 이룩하여 미세 병변의 위치와 그 크기를 진단하는 데에 많은 이용이 되고 있다. 하지만 기존 flat panel형태의 의료영상 센서는 인체의 굴곡으로 인한 영상 왜곡으로 발전의 한계에 이르고 있는 실정이다. 이 영상 왜곡으로 인한 오진은 환자에게 불필요한 피폭, 수술적 요법, 약물치료 등 환자에게 치명적인 의료사고를 일으킬 수 있다. 이러한 한계를 극복하기 위하여 flexible substrate을 이용한 투명전극들이 의료영상 센서로서의 적용을 연구 되어 졌다. IZO, ITO, FTO 등의 투명전극들 중 Indium Tin Oxide(ITO)는 다른 전극에 비해 높은 투명도와 낮은 저항으로 인하여 다양한 부분에서 널리 이용 되고 있다. 그러나 ITO를 flexible substrate로 적용 시 불충분한 resistivity와 기계적 강도를 지니고 있으며, 유연성을 위해 전극 재료의 두께를 감소시키면 전도성의 문제를 일으키는 단점이 있는 것으로 알려져 있다. 이러한 문제점을 보완 및 해결하기 위하여 본 연구에서는 sputtering magnetron system를 이용하여 polyethylene terephthalate(PET) substrate 위에 ITO을 증착함으로써 전기적 특성을 알아보았다. PET 필름의 크기를 55 절단하였고 증착 온도는 고온에서 수축하는 PET 필름의 물성을 고려하여 $23^{\circ}C$로 설정 하였다. 가스의 분압 비를 Ar는 50ccm으로 고정하고 O2의 비율을 각각 0, 0.2, 0.4, 0.8, 1ccm으로 나눈 후, 비율에 따라 각각 30, 60, 90sec간 sputtering 증착을 하였다. 또한 각각 30, 60, 90sec간 sputtering 증착하여 O2 유량과 sputtering 증착 시간의 변화에 따른 ITO의 전도특성과 유연성에 대한 전도특성을 측정하였다. 유연성을 측정하기 위해선 bending 각도를 각각 $0^{\circ}$ $30^{\circ}$, $45^{\circ}$, $60^{\circ}$로 구부린 후, Two-point probe를 이용하여 변화된 저항을 통해 ITO의 전기적 성질의 변화를 측정 하였다. 측정결과 flexible ITO substrate의 전도특성은 sputtering 증착시간이 증가할수록 저항 값이 낮아지는 것을 확인하였지만, O2 유량이 증가 시 저항이 낮아지다가 다시 증가하는 결과를 알 수 있었다. 본 연구에서는 Ar:O2의 50:0.8의 조건에서 90sec동안 sputtering 증착한 ITO가 131 ${\Omega}/cm^2$의 저항 값이 측정 되었고 다른 조건에서는 164 ${\Omega}/cm^2$에서 4.7 $k{\Omega}/cm^2$까지 저항변화를 가져 Ar:O2의 50:0.8의 조건이 최적화에 좋은 조건이라 판단하였다. 또한 50:0.8의 조건의 ITO의 경우 bending test시에서도 131 ${\Omega}/cm^2$에서 316 ${\Omega}/cm^2$ 정도의 안정적인 저항변화를 가지는 반면 다른 조건에서는 128 ${\Omega}/cm^2$에서 6.63 $k{\Omega}/cm^2$까지의 변화를 나타나 기계적 형상변화에도 분압비가 영향을 주는 것을 확인 할 수 가 있었다. bending 각도에 따른 저항의 변화를 측정하였을 시, 각도 변화에 따라 중심부의 저항 값이 $60^{\circ}$에서 가장 높은 변화가 나타나 전기저항이 높아진 원인을 찾기 위해 Scanning Electron Microscope (SEM)촬영을 한 결과 저항값이 높아짐에 따라 ITO의 압축응력이 작용하는 부근에 Crack이 발생함을 알 수 있었다. 이러한 결과로 flexible ITO substrate의 Crack발생률을 최소화 시키고 bending시 전도성을 유지하기 위해서는 가스의 유량 최적화가 flexible substrate의 기계적형상변화에 대한 ITO의 내구성을 향상시킬 수 있는 해답이 될 것으로 사료된다.