• Journal of the Korea Concrete Institute
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• v.22 no.2
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• pp.179-186
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• 2010

The bond between steel and concrete in reinforced concrete members is essential to resist external load, but the bond mechanism in reinforced concrete beams deteriorated by steel corrosion has not been clearly known yet. Most existing researches have dealt with the bond behavior of corroded steel under monotonic loading, but scarce are researches dealing with bond behavior of corroded steel under repeated loading. This study includes the experimental investigation on the bond behavior with respect to the various degrees of steel corrosion under repeated loading. According to the test results, the bond strength of corroded steel under monotonic loading increases as the rate of steel corrosion increases unless the splitting crack occurs. The slip versus number of load cycles relation was found to be approximately linear in double logarithmic scale, not only in specimens without steel corrosion but also in specimens with steel corrosion. The test results also show that the steel corrosion does not negatively affect the bond strength of corroded steel after repeated loading unless the splitting crack occurs. But the fatigue life decreases sharply after splitting crack occurs. This research will be helpful for the realistic durability design and condition assessment of reinforced concrete structures.

• Journal of Welding and Joining
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• v.14 no.2
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• pp.36-45
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• 1996

Fatigue strength of the spot welded lap joint is considerably influenced by corrosive environments. Particularly, the chloride and the sulfide are most injurious to strength of the spot welded lap joint. Therefore, there is a need to evaluate its effect to corrosion fatigue strength for safe life design of spot welded structures. In order to evaluate their corrosion fatigue strength, corrosion fatigue tests on the spot welded lap joints of the uncoated and the coated high strength steel sheets were conducted in air and in 10% NaCl solution. Corrosion fatigue strength of the uncoated specimens were entirely lower than the coated one in NaCl solution, but those of the coated specimens in NaCl solution were lower than in air. And stress distribution in single spon welded lap joint subjected to tension-shear load was investigated by the finite element method. Using these results, we tried to evaluate corrosion fatgue strength of the various spot welded lap joints with maximum stress $\sigma_{max}$ at edge on loading side of the spot welded lap joint. We could find that corrosion fatigue strength could be quantitatively and systematically rearranged by $\sigma_{max}$.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.24 no.2
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• pp.94-100
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• 1988

Recently with the rapid development in marine and shipbuilding industries such as marine structures, ship, and chemical plants, there occurs much interest in the study of corrosion fatigue characteristics was closed up an important role in mechanical design. In this study, the 5086 Al-Alloy was tested by used of a rotary bending fatigue tester and was investigated under the environments of various specific resistance and air. The specific resistance, as a corrosion environment, was changed 15, 20, 25 and 5000$\Omega$.cm. The corrosion fatigue crack initiation sensitivity was quantitatively inspected for 5086 Al-Alloy in the various specific resistance. The experimental constants of Paris rule were examined in the various specific resistances, and the influences of load and corrosion with affect the crack growth rate were compared with. Main results obtained are as follows: (1) Number of stress cycles to corrosion fatigue crack initiation delaies and corrosion fatigue crack initiation sensitivity decreases with the increasing for the specific resistance. (2) The experimental constant m of Paris rule decreases with the decreasing for specific resistance. Hence the effect of corrosion is more susceptible than that of stress intensity factor. (3) The corrosion fatigue crack of 5086 Aluminium Alloy appears intergranular fracture. (4) Corrosion sensitivity is decreased with the increasing stress intensity factor and is nearly uniform when stress intensity factor is over 40kg.mm super(-3/2)

• Transactions of the Korean Society of Mechanical Engineers A
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• v.32 no.11
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• pp.911-917
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• 2008

It was found that more than 60% of the steam turbine blade damages occurred under the condition alternatively repeated wet and dry of vapor and condensed vapor at the lower pressure stage. And also, it has been well known that both the mechanical properties and environmental strength of the steam turbine blade can be changed by the crystal structure. However, in spite of these common facts, it is difficult to find out the quantitative results including the particular environmental condition as well as the actual service conditions. In this study, as a fundamental investigation to provide design information and reliability evaluation of the 12Cr alloy steel used for a steam turbine blade, stress corrosion strength of the 12Cr alloy steel of which its crystal structure is different was assessed under $2.5{\sim}3.5wt.%$ NaCl solution at 90oC. From the results, S-t curves for predicting damage life and design criterion of the 12Cr alloy steel including corrosion environment as well as S.C.C. condition were obtained.

• Journal of the KSME
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• v.30 no.2
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• pp.155-162
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• 1990

원유나 각종 석유 제품을 취급하는 구조물 또는 설비들의 부식 균열현상은 이미 오래 전부터 보 고되어 왔으며, 이는 주로 석유나 LPG 등에 포함되어 있는 H/SUB 2/S에 의한 황화물 응력부식 (SSCC:sulfide stress corrosion cracking)으로 널리 알려져 있다(1,2). SSCC에 의한 균열 현상은 일반 저강도 철강재에서는 발생하지 않으며 주로 항복강도가 500MPa 이상의 강재에서 많이 나타 난다. 특히, 구조물이나 설비제작 과정에서 반드시 있게되는 용접부는 SSCC에 아주 민감한 부분 으로써, 대부분의 SSCC 균열이 용접 열영향부(HAZ:heat affected zone)에서 나타나고 있다. 이는 용접부의 미세조직이 모재와 달라 국부적으로 높은 경도를 갖는 부분이 있기도 하고, 또한 운전 조건으로는 만족되지 않는 응력부식 조건이 용접 잔류응력에 의해 만족될 수 있기 때문이기도 하다. 본 글에서는 이러한 SSCC에 의한 균열 특성을 SSCC기구 (SSCC mechanism)와 함께 석유화학 설비재료로 많이 사용되는 철강재를 대상으로 고찰해 보고자 한다.

• Journal of the Society of Naval Architects of Korea
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• v.37 no.2
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• pp.118-126
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• 2000

TMCP steel has been widely used to construct ships and offshore structures. When it comes to ship and offshore structures, corrosion fatigue damages caused by sea water and fatigue occurred by wave-induced forces usually go on occurring simultaneously. So the fatigue life in corrosion environment is decreased markedly in comparison with that in air. The fatigue crack in corrosion easily initiates on welded joints of structure like as the fatigue crack in air. Therefore it is very important to study the fatigue properties of those of their welded joints as well as steel plates. In this study, rotary bending fatigue tests have been performed to investigate fatigue crack initiation and behavior of fatigue crack growth on CO2 gas weld HAZ of TMCP steel. The fatigue test used the specimens with various stress concentration factors in air and 3% NaCl solution

• Journal of the Korean Recycled Construction Resources Institute
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• v.12 no.1
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• pp.1-7
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• 2024

Concrete, as a porous construction material, permits chloride penetration from outside, which yields corrosion in embedded steel. In the study, an accelerated corrosion technique (ICM: Impressed current method) was adopted for rapid corrosion formation with 10 Volt of potential, and corrosion amou nt was controlled u p to 10.0 %. Corrosion amou nt had a linear relationship with cumulative corrosion current and increased with a quadratic function of accelerating period due to cracking. Regarding bond strength test, OPC concrete showed rapid drop of bond strength over 3.0 % of corrosion weight ratio, however slag concrete with 30 % replacement ratio showed a level of 51.4~71.6 % of corrosion ratio to OPC concrete with keeping residual bond strength.

• Journal of the Korean Recycled Construction Resources Institute
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• v.9 no.4
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• pp.569-577
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• 2021

CFRP(Carbon Fiber Reinforced Plastic) can maintain the same strength even if the diameter is reduced by about one - third, and the weight is about one - twentieth of that of the deformed reinforcing bars that have been used in the construction industry. In particular, it is resistant to corrosion, which is the weakest part of reinf orcing bars, and there is no concern that it will deteriorate over time, It is light and durable, so transportation costs are low and it is convenient for high-rise buildings. This paper experimentally clarifies the adhesive properties of CFRP and clarifies its behavior. That is, bond strength test was conducted with the directness of CFRP and the strength of concrete as experimental variables, and the bond mechanism was clarified experimentally. Furthermore, based on the experimental results, we constructed the bond stress-slip-strain relationship of CFRP compared to the existing deformed reinforcing bars.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2009.05a
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• pp.217-218
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• 2009

최근 경량화, 리사이클성, 기기의 소형화, 내환경성 등의 이점을 가지고 있는 알루미늄 합금이 여러 분야서 재인식 되고 있다. 그러나 이런 알루미늄 합금이 부식 환경에 노출 될 경우 음력부식균열이 발생할 수 있게 된다. 이러한 음력부식균열의 발생은 알루미늄의 기계적 특성에 안 좋은 영향을 미치므로 제품의 품질저하, 수명 단축, 효율저하, 재해발생 등 직간접적으로 광범위한 피해를 입게 되기에 부식에 대한 많은 연구가 진행이 되고 있다. 이 중에 고비강도용 알루미늄 압출소재인 Al 6xxx계 합금의 열처리 및 조성 변화에 따른 음력부식 균열의 거동에 대해 연구하였다. 응력부식균열 시험은 SSRT시험으로 많이 하고 있는데, 이 시험은 인장시편을 부식 환경 하에 노출하면서 천천히 일정한 변형속도로 당기는 시험이다. 본 연구에서는 Strain rate를 ${10^{-6}}s^{-1}$ 부식용액은 1M-NaCl + 0.6M-$Na_{2}SO_{4}$ + 0.3%-$H_{2}O_{2}$을 사용하여 시험을 하였다. 그러나 시험에 대한 분석은 Tafel polarization curve, SEM, OMS를 이용하였다.

• Proceedings of the KSME Conference
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• 2004.04a
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• pp.102-107
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• 2004

Suspension part should have enough endurance during its lifetime to protect passenger. Therefore, the coil spring is one of the major suspension part of an automobile. Corrosion fatigue strength of the coil spring depends on many factors including mechanical and environmental properties. In this paper, residual stresses by shot peening was analyzed using finite element analysis and evaluated its effect on corrosion fatigue strength.