• Journal of the Korea institute for structural maintenance and inspection
• /
• v.18 no.1
• /
• pp.93-100
• /
• 2014

Steel reinforcement buried in concrete structure in submerged zone does not easily become corroded due to lack of dissolved oxygen. For that reason, accelerated corrosion test in submerged state is performed with an electrochemical method, which is not suitable for actual corrosion mechanism and makes it difficult to find relevance with long-term behavior. In this study, accelerated corrosion test was performed with the temperature and chloride concentration as main variables in order to establish a method for accelerated corrosion test in submerged zone. Corrosion was determined by the result of reinforcement corrosion monitoring based on galvanic potential measurement and half-cell potential method. The accelerated corrosion test result showed that temperature had the most dominant influence. To determine the chloride content, chloride concentration by depth in the test sample was measured. With the same conditions, chloride penetration interpretation was performed by DuCOM, a FEM durability interpretation program. Also, a test was performed to measure dissolved oxygen according to soaking conditions of artificial seawater, which was used for verifying the validity of the accelerated corrosion test result.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.2 no.4
• /
• pp.307-313
• /
• 2014

Recent interest in the increased structural performance and durability evaluation of this concrete structure in a salt damage environment is increasing. The most secure and reliable method of accelerated corrosion test is a method to carry out the rebar corrosion monitoring can be exposed directly to the marine test site exposure. However, long-term exposure testinghas the disadvantage that a long period is necessary. So, a lot of research on RC of salt damage environment have beenpromoted as alternatives to replace this. However, accelerated corrosion test, in the short term only is appropriate and is but an accelerated test method to evaluate the critical chlorine concentration, there is a difficult problem that you still get the answer. It is one of the correlation problems accelerated test correspond to a certain period of exposure environment. Therefore, in this study, to clarify the differences rebar corrosion beginning, through the actual corrosion accelerated test in corrosion time and laboratory test chamber of the structure of the marine environment results in both environments, it is an object of correlation coefficient derived.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.1 no.3
• /
• pp.211-218
• /
• 2013

Cyclic wet and dry conditions in the marine environment structures corrosion is known to be the fastest rising. For that reason, accelerated corrosion test methods for the reproduction of tidal environment has been actively conducted. However, many studies have estimated threshold value for steel corrosion or concentrated in chloride penetration analysis. In this study, cyclic wet and dry conditions to reproduce the structure of the environment in accelerated corrosion and chloride penetration test analysis was performed. Corrosion was determined by the result of reinforcement corrosion monitoring based on galvanic potential measurement and half-cell potential method. Accelerated corrosion test results for each formulation was different corrosion periods, the order OPC> FA> BS> High-strength concrete. FEM durability interpretation program DuCOM was conducted under the same conditions as in accelerated corrosion test. The experimental RCPT tests demonstrated the validity of the result.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.20 no.4
• /
• pp.136-143
• /
• 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 Korean Recycled Construction Resources Institute
• /
• v.4 no.2
• /
• pp.203-208
• /
• 2016

In this study, to clarify the differences rebar corrosion beginning, through the actual corrosion accelerated test in corrosion time and laboratory test chamber of the structure of the marine environment results in both environments, it is an object of correlation coefficient derived. The accelerated corrosion test was carried out by two case, I.e., one is $20^{\circ}C$ of low temperaure codition(case 1), and the other is $65^{\circ}C$ of high temperaute codition(case 2). Whether corroions occurs, it was measures using half-cell potential method. The results indicated that case 2 is to acclerate the corrosion of rebar about 1.7~1.8 times as compared with case 1, thenthe corrosion of rebar embadded in concrete occurred according to the order of OPC60, FA, BS, OPC35. Correlation coefficient between acclerated corrosion test and long-term exposure test, case 1 is 2.45 to 2.94, and case 2 is 4.37~4.99.

• Journal of Korean Society of Steel Construction
• /
• v.20 no.2
• /
• pp.313-321
• /
• 2008

Recently in Japan, fracturing was observed on the diagonal member of a through truss bridge at the boundary region with the concrete slab. Local corrosion damage where the diagonal member was enclosed in the concrete slab is an important factor in the fracture. In this study, accelerated exposure tests were carried out on concrete-steel model specimens simulating steel members at the boundary with concrete. Fatigue tests were then performed on the corroded model specimens. Accelerated exposure tests of the S6-cycle, which is carried out on the model specimens for 150, 300, 450 and 600 da ys. Their surface geometry was then measured. From the accelerated exposure test results, change in maximum and mean corrosion depths was determined according to the testing periods. The effect of local corrosion on fatigue strength was also presented based on the fatigue test results.

• Magazine of the Korea Concrete Institute
• /
• v.4 no.2
• /
• pp.75-81
• /
• 1992

염분을 함유한 철근콘크리트중의 철근부식에 관한 2년 촉진시험으로부터 콘크리트표면에서 측정한 자연전위값과 실제의 철근 부식상황과를 비교한 결과 철근의 수식상황을 자연전위법을 이용하여 비파괴적으로 진단하는 방법이 유효함을 알았다. 포화칼로멜전극을 사용했을 경우 -300mV이하이면 부식이 발생하였으며 -200mV이상이면 부식이 발생하지 않았다. 또한 부시공시체에 대한 휨강도시험도 행하였으며 중성화에 대한 검토로 행하였다.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.13 no.5
• /
• pp.67-75
• /
• 1993

This study was performed for the purpose of estimating steel corrosion and of considering a countermeasure to prevent steel corrosion of concrete structures under the environment of seawater or using seasand. The corrosion of steel was accelerated in artificial seawater with seven kinds of specimen which was embedded steel in mortar. To assume the degree of steel corrosion, soluble chloride content in mortar, $Cl^-$ binding capacity, half cell potential and corrosion area ratio were measured. The results show that corrosion area ratio was correlative with half cell potential and soluble chloride content in mortar.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.21 no.1
• /
• pp.117-125
• /
• 2017

The role of fly ash in concrete become impotent with finding the characteristics of fly ash in which it is used as cement replacement material. In this paper, corrosion test results obtained by two test methods such as the long-term exposure corrosion test and the accelerated corrosion test method, were compared to investigated the corrosion resistance between fly ash concrete and normal concrete. Corrosion initiation time was measured in two types of concrete, i.e., one mixed with fly ash(FA) and the other without admixture(OPC). The accelerated corrosion test was carried out by four case, i.e., two samples is a cyclic drying-wetting method combined without carbonation(case 1) and combined with carbonation(case 2), and the other two samples is a artificial seawater ponding test method combined without carbonation(case 3) and combined with carbonation(case 4). Whether corrosion occurs, it was measures using half-cell potential method. The ponding test combined without carbonation was most effective in accelerating corrosion time of steel bars. The results indicated that the corrosion of rebar embedded in concrete occurred according to the order of OPC, FA. The delay relative ratio of corrosion obtained by corrosion initiation time between FA and OPC is 1.04 to 1.27. Consequently, fly ash concrete as the age increases its corrosion resistance was improved compared with OPC concrete.

• Proceedings of the Korean Institute of Surface Engineering Conference
• /
• 2018.06a
• /
• pp.96-96
• /
• 2018

금속재료 중 알루미늄(Al)은 일반적으로 많이 사용되는 철강재에 비해 그 비중이 약 $1/3(2.7g/cm^3)$인 경량이고 열전도율이 약 3배($196kcal/^{\circ}C$, $20^{\circ}C$)로 높은 특성 등을 갖고 있다. 또한 대량생산에 의한 경제성을 가지기 때문에 건축 구조재, 전기 및 가전 등 다양한 산업 분야에서 널리 사용되고 있다. 특히, 위와 같은 특성으로 인해 열교환기의 종류에서 응축기(Condenser) 및 증발기(Evaporator)는 알루미늄(Al)을 널리 사용하고 있다. 하지만 단일 응축기 부품에도 이종 알루미늄 소재가 사용됨에 따라 갈바닉 부식이 발생할 수 있다는 단점이 있다. 따라서 본 연구에서는 현재 상용되고 있는 열교환기 중 응축기에서의 이종 알루미늄 재료로 인해 나타나는 갈바닉 부식 특성을 관찰-분석-연구 하였다. 본 연구에 사용된 알루미늄 재료는 현재 응축기 재료 중에서 각각 Tube와 Fin으로 널리 상용되고 있는 Al 1100과 Al 3003을 사용하였다. 표면 모폴로지는 SEM을 통해 관찰하였고 EDS를 통해 조성원소를 분석하였다. 또한 내식성 평가를 위해 5% NaCl 환경에서의 SST(Salt spray test, 염수분무시험) 시험과 3% NaCl 용액 내 자연침지 시험 및 탈기된 3% NaCl 용액 내 전기화학적 동전위 양극 분극 시험을 진행하였으며 더불어 갈바닉 부식 시험에 따른 혼합 전위 측정 및 외관 관찰을 하였다. 각 재료는 실험에 대해 동일한 표면적을 노출시켜 시험하였다. 5% NaCl 환경에서의 염수분무 시험 결과 Fin(Al 3003)의 경우에는 Tube(Al 1100) 보다 빠른 부식거동을 보이며 국부적인 공식부식(Pitting corrosion)이 촉진되었다. Tube(Al 1100)의 경우에는 치밀한 Al2O3 형성과 부식에 따른 Al(OH)3를 생성함에 따라 Fin(Al 3003)에 비해 느린 부식거동을 보였다. 3% NaCl 용액 내 자연 침지 및 전위 측정 결과 초기 전위는 Fin(Al 3003, 약 -0.85V/SCE)이 Tube(Al 1100, 약 -1.05V/SCE)에 비해 더 높은 값을 가지며 약 72시간 이후 Tube(Al 1100) 시편이 더 안정적인 전위 값을 나타냈다. 이는 안정적인 Al(OH)3 피막 형성에 기인한 것으로 사료된다. 탈기된 3% NaCl 용액 내 전기화학적 동전위 양극 분극 시험 결과 Fin(Al 3003) 시편에서 더 귀한 부식 전위 값을 나타냈지만 부식 전류는 더 낮은 값을 나타냈다. 상기 시험 결과를 바탕으로 Fin-Tube 간 장기간 접촉 시에는 갈바닉 부식이 발생할 수 있을 것으로 사료된다. 갈바닉 부식 시험 결과 초기 혼합 전위는 약 -1.05 V/SCE를 나타냈으며 약 288시간 경과 후 약 -0.85 V/SCE 값을 나타냈다. 이는 자연 전위 측정 및 동전위 양극 분극 시험에서의 부식 전위 값에서 알 수 있듯이 더 비한 전위인 Tube(Al 1100) 시편이 Fin(Al 3003) 시편에 대해 희생양극적(Sacrificial anode)인 역할을 한 것을 확인할 수 있었다. 또한 갈바닉 부식 전위 측정 간 외관 관찰에서도 Tube(Al 1100) 시편은 빠르게 흑변 하는 것을 확인할 수 있었으며 Fin(Al 3003) 시편은 침지 300시간 이후에도 초기와 유사한 표면 상태 및 광택을 유지하였다. 이상의 SST 시험, 자연 침지 시험, 전기화학적 양극 분극 시험 및 갈바닉 부식 시험 결과를 바탕으로 단일 부품 내 이종 알루미늄 소재 간 접촉 및 그에 따른 갈바닉 부식 발생을 확인할 수 있었다. 따라서 동종 성분이라고 할지라도 단일 부품 제작 시에는 그 사용 환경에 따라 이종 금속 재료의 사용에 대한 재고가 필요할 것으로 사료된다.