In this study, the physical properties and fracture characteristics according to the tensile load are evaluated on the materials of the polymeric filler and carbon fiber-based composite sleeve technique. The polymeric filler and the composite sleeve technique are applied to areas where the pipe body thickness is reduced due to corrosion in large-diameter water pipes. First, the tensile strength of the polymeric filler was 161.48~240.43 kgf/cm2, and the tensile strength of the polyurea polymeric filler was relatively higher than that of the epoxy. However, the tensile strength of the polymeric filler is relatively very low compared to ductile cast iron pipes(4,300 kgf/cm2<) or steel pipes(4,100 kgf/cm2). Second, the tensile strength of glass fiber, which is mainly used in composite sleeves, is 3,887.0 kgf/cm2, and that of carbon fiber is up to 5,922.5 kgf/cm2. The tensile strengths of glass and carbon fiber are higher than ductile cast iron pipe or steel pipe. Third, when reinforcing the hemispherical simulated corrosion shape of the ductile cast iron pipe and the steel pipe with a polymeric filler, there was an effect of increasing the ultimate tensile load by 1.04 to 1.06 times, but the ultimate load was 37.7 to 53.7% compared to the ductile cast iron or steel specimen without corrosion damage. It was found that the effect on the reinforcement of the corrosion damaged part was insignificant. Fourth, the composite sleeve using carbon fiber showed an ultimate load of 1.10(0.61T, 1,821.0 kgf) and 1.02(0.60T, 2,290.7 kgf) times higher than the ductile cast iron pipe(1,657.83 kgf) and steel pipe(2,236.8 kgf), respectively. When using a composite sleeve such as fiber, the corrosion damage part of large-diameter water pipes can be reinforced with same level as the original pipe, and the supply stability can be secured through accident prevention.

바다모래에 의해 뒷채움된 지하연료저장탱크용 연강재의 부식전류밀도, 개로전위, 전식거동 및 연간부식률에 관하여 연구한 결과 다음과 같은 결론을 얻었다. 1) 습바다모래 중에서 비저항이 감소할수록 개로전위는 비전위화되고, 부식전류밀도는 높게 배류된다. 2) 습바다모래의 비저항이 감소할수록 인가전위 부가에 의한 부식전류밀도는 자연전위에서의 부식전류밀도보다 급격히 증가한다. 3) 습바다모래 중에서 비저항이 감소할수록 연간부식률은 선형적으로 증가함으로 지하연료저장탱크에 바다모래로 뒷채움하는 경우 습기가 유입하면 지하연료저장탱크의 부식성은 민감할 것으로 판단된다.

The component materials threatened by cavitation include ship propellers as well as turbine runners, pump impellers, pipe lines and radiators. Today it is known that cavitation damage takes place on many other components including on the coding water side of the cylinder liners of diesel engines. Cavitation erosion - corrosion implies damage to materials due to the shock pressure or shock wave that results when bubbles form and collapse at a metal surface within a liquid. To suppress cavitation erosion as well as cavitation erosion - corrosion to hydraulic equipment, innovations such as the improvement in the geometric design of the equipment or the selection of suitably resistant construction materials are necessary. In this study, we investigated that the cavitation erosion - corrosion damage under vibratory cavitation can be reduced by adding of side now velocity to the cavitation bubble group in order to eliminate bubbles formed in sea water environment.

Cavitation erosion-corrosion implies damage to materials due to the shock pressure or shock wave that results when bubbles form and collapse at a metal surface within a liquid. If the liquids corrosive to the material, a condition typically encountered in industry, the component materials may suffer serious damage by a combination of mechanical and electrochemical attack. To suppress cavitation erosion as well as cavitation erosion-corrosion to hydraulic equipments, innovations such as the improvement in the geometric design of the equipment or the selection of suitably resistant construction materials are necessary. This study was tested by using the piezoelectric vibrator with 20kHz, 24μm for cavitation generation. And also, the vibratory cavitation erosion-corrosion tests on commercial mild steel SS41were carried out. We carefully observed the erosion pattern and surface photography. The geometrical mechanism of pit growth, which is to be likely these processing; shallow typelongrightarrowundercut typelongrightarrowwide shallow type.

각종 환경 조건에서 진동 캐비테이션 침식-부식 시험 장치에 의해 연강(SS41)의 캐비테이션 침식-부식 손상 거동에 관한 연구를 한 결과 다음과 같은 결론을 얻었다. 1) 해수 중에서 캐비테이션 침식-부식 손상 거동은 중앙부와 테두리 부에서 거의 비슷한 정도로 발생하여 성장되지만, 증류수 중에서는 테두리부에서 손상이 먼저 발생한 다음 중앙부에도 손상이 점차 일어난다. 2) 비저항이 낮은 수도수 중의 캐비테이션 침식-부식 손상은 초기에는 비저항이 높은 증류수중에서의 것보다 증가하지만 시간이 경과하면서 CaCO 하(3)의 피막 형성에 의해 둔화된다. 3) 케비테이션 침식-부식 손상 특성은 잠복기, 증가기, 감소기 및 안정기의 4단계로 구분된다.

A numerical model which can simulate the entire process of corrosion-induced concrete damage is developed. In this model, we can find the change of carrying capacity of reinforced concrete structures according to the exposure time directly.

To properly maintain steel structures, it is important to investigate the corrosivity of structural member. In this study, atmospheric exposure tests were carried out for 1 year using monitoring steel plates (MSP). In addition, atmospheric corrosion environment were also monitored by temperature and humidity sensor, corrosion monitoring (ACM) sensors, etc.

Severe corrosion damage on the deck surface of a orthotropic bridge deck with bulb rib has been reported in Japan. Therefore, in this study, structural behaviors of a orthotropic bridge deck was numerically examined using FE analysis program MARCment2010. Thus, its deck thickness was decreased according to corrosion damage level of the deck. The deformations and the stress distributions of a orthotropic bridge deck with bulb rib were compared and evaluated.

In this study, tensile and axial buckling strength of corroded steel plates was evaluated based on the axially loading tests of corroded specimens, which were cut off at a temporary steel structures. The tensile and axial buckling strength of corroded specimens and non-corroded specimens could be evaluated identically by using effective thickness, which is equal to average thickness minus standard deviation of residual thickness.

복공판은 규격화된 강재를 조합하여 용접에 의해 일체화 시킨 것으로 주로 지하작업공간의 확보, 가설차도 및 보도의 용도로 사용되며, 지하철, 지하상가 등의 건설을 위한 복개부와 가설교량의 상부구조 등에 적용된다. 이러한 복공판이 부식 손상된 경우에는 정량적인 잔존내하력 평가 없이 육안조사에 의한 판별 후 교체 또는 일정기간 사용 후 교체 등으로 그 기능을 유지하고 있다. 이에 본 연구에서는 부식된 복공판의 지속적 사용한계를 확인하고 경제적이고 효율적인 복공판 교체시기를 결정하기 위하여, 실제 지하철 현장에서 사용되고 있는 부식 손상된 복공판을 대상으로 각 구성 강재의 잔존두께를 측정하고, 휨 재하실험을 실시하였다. 그리고 수치해석을 수행하여 그 결과를 실험결과와 비교, 분석하였다. 그 결과 복공판 측, 하판의 두께 감소량과 잔존내하력과의 관계를 분석하여, 부식두께 감소량에 의한 복공판의 적절한 교체주기를 결정할 수 있는 지표를 제시하였다.