The In-Pile Section(IPS) is located inside the reactor pool. It is divided into 3-parts; the in-pool pipes, the IVA(IPS Vessel Assembly) and the support structures. The test fuel is loaded inside a double wall, inner pressure vessel and outer pressure vessel, to keep the functionality of the reactor coolant pressure boundary. The IVA is manufactured by local company and the functional test and verification were done through pressure drop, vibration, hydraulic and leakage tests. A IVA has been manufactured by local technique and have finally tested under high temperature and high pressure. The IVA and piping did not experience leakage, as we have checked the piping, flanges, assembly parts. We have obtained good data during the three cycle test which includes a pressure test, pressure and temperature cycling, and constant temperature.

반도성 세라믹 광촉매 막 반응기(membrane reactor)에 의한 난분해성 유독 유기물질의 효율적인 분해공정을 개발하기 위한 기초 연구로서 TiO2 광촉매 막의 전기화학 반응에 의한 개미산(formic acid)의 산화/분해 효율성에 대해 연구하였다. 막 반응기는 용액의 여과(filtration)와 광전기화학 반응에 의한 유기물의 광분해를 동시에 수행할 수 있도록 제작되었다. 복합막의 담체임과 동시에 전극의 역할을 할 수 있는 전기 전도성 SnO2 또는 stainless steel 다공성 튜브상에 pH가 1.45인 TiO2 졸을 졸-겔 침지 코팅하여 광촉매 복합막을 제조하였으며 광원으로는 365 nm 파장을 갖는 UV를 사용하였다. TiO2 광촉매 막의 전기화학 반응에 의한 개미산의 산화효율은 전극에 걸어주는 전압과 반응시간에 따라 증가하였으나 투과량(flux)에는 거의 무관하였다. TiO2/SnO2 복합막을 사용한 경우 외부 전압을 27V 걸어주었을때 77% 정도의 산화효율을 얻을 수 있었으며 TiO2 /stainless steel 복합막에서는 90% 이상이었다. 광촉매 전기화학 반응을 이용함으로써 높은 투과량하에서도 개미산의 산화효율을 단순한 TiO2 광촉매 반응에서 보다 6~7배 가량 증진시킬 수 있었다.

The Slip form method is a one of typical construction methods of huge and continues concrete structure. The major advantage of slip form method could be summarized on shortening of construction period which dues on non-construction joint and needless of extra concrete curing time during construction. The slip form method has often applied for high concrete pylon construction. The steel which is conventional material for slip form, however, has shown a weakness in corrosion by chlorides, and a safety hazard from assembling and dis-assembling of heavyweight slip form. In this study, the GFRP which has high resistance to corrosion and relatively light weight than steel was applied to complement shortcomings from using conventional material of slip form. And an abrasion resistance test was carried to evaluate reusablility of GFRP form.

Recently, field applications and researches for concrete using by-products, fly-ash, GGBS, etc, have been conducted. In case of GGBS, however, quality control and replacement amount is limited because of some disadvantages. In this study, high early strength concrete using GGBS was evaluated applicability for concrete structural material. In order to evaluate, compressive strength and shrinkage test were conducted.

This study was conducted to examine for serviceability of GFRP for application of Slip-Form. As a result, Flexure performance of GFRP module is similar to steel material. And accumulated wear volume of GFRP module is 0.02% when sliding distance reaches at 1000m.

To strength deteriorated concrete deck by near surface mounted method, energy dissipation capacity of steel plate metallic damper, which has shape modification in existing slit damper, performance test is conducted with the variables of strut height. For the design of damper, the strength, stiffness degradation and energy dissipation capacity are evaluated by using test results

To apply the NSM technique extensively, reasonable strengthening parameters, like flexural strengthening ratio, need to be evaluated. In this study, Monte Carlo Simulation(MCS) technique was applied to suggest reasonable values of strength ratio and uncertainties in material and geometry. Finally, flexural strengthening ratio for CFRP plate was determined by using the limit state function with the target reliability index.